EVALUACIÓN ESTRUCTURAL
ESTACIÓN PADRE AMAYA
TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m
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LEVANTAMIENTO ESTRUCTUAL – TORRE RTVC CERRO PADRE AMAYA Con el fin de hacer la identificación de los elementos que componen la torre auto soportada de sección tronco piramidal de la estación Padre Amaya de RTVC, ubicada en el Cerro Padre Amaya al noroccidente de Medellín, en jurisdicción de los corregimientos de Palmitas, San Cristóbal y San Antonio de Prado, se llevó a cabo un levantamiento estructural para hacer una inspección visual y determinar su estado actual, realizando un chequeo detallado desde el punto de vista del estado de los elementos estructurales y redundantes, y la necesidad de mantenimiento, teniendo en cuenta los siguientes parámetros:
• • • • • • • • • • • •
Identificación de elementos flexionados Identificación de elementos flojos Identificación de elementos faltantes Identificación de tornillos y tuercas faltantes y/o flojos (prueba de torque) Identificación de accesorios (antenas, escalerillas, pasarelas y plataformas) Estado de la pintura y/o galvanizado Estado de oxidación de elementos Ubicación de luces de obstrucción y pararrayos. Identificación de cableado existente. Identificación de elementos de protección de caída. Elaboración del perfil de la torre. Verificación de verticalidad y torsión horizontal.
A continuación se presenta un resumen de cada uno de los ítems contemplados en el levantamiento.
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DESCRIPCIÓN En el levantamiento realizado se hizo la revisión desde los elementos de la sección inferior hasta la parte superior donde no se evidenció la presencia de elementos flexionados, ni elementos faltantes.
Identificación de elementos flexionados, elementos flojos y/o faltantes
En términos generales, los elementos estructurales y redundantes se encuentran en buen estado.
Foto 1. Vista en contra picada de la torre
Foto 2. Vista interna de la torre
Foto 3. Vista interior de la torre.
Foto 4. Detalle de cierre y plataforma
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Identificación de tornillos y tuercas faltantes y/o flojos
Se revisaron la totalidad de los tornillos, nudos y uniones para verificar el diámetro, longitud, calidad, faltantes, torque y apriete de los tornillos existentes, verificando si tienen arandelas y wasas de presión. No hay tornillos faltantes y se encuentran colocados ordenadamente, con las longitudes requeridas e instalados con arandela, wasa de presión y en general presentan buenas condiciones de torque. La calidad de los tornillos es A-394 Tipo 0.
Foto 5. Detalle de tornillos, se muestra que cumple con la longitud requerida
Foto 7. Unión de Montantes en tramos rectos
Foto 6. Detalle de unión atornillada entre dos montantes
Foto 8. Detalle de la unión de montantes en la transición de sección.
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Identificación de accesorios (antenas, escalerillas, pasarelas y plataformas)
En el levantamiento se identificaron las antenas existentes en la torre con sus dimensiones y posicionamiento, y esta información se muestra en la evaluación estructural del estado actual en un cuadro de antenas. También se identificaron las escalerillas tanto de acceso como la porta cables, las cuales una está al lado de la otra. La estructura no tiene un sistema de protección de caídas. El la escalerilla porta cables se encuentra en un 90% de su capacidad, apantallado por la escalera de acceso a la estructura, el puente guía horizontal se encuentra en buen estado. La torre cuenta con 12 plataformas de descanso correctamente instaladas, las cuales cuentan con guarda cuerpo, guarda pies y pasamanos, y piso en lámina perforada. La torre cuenta con 12 plataformas de descanso tipo rejilla, con una plataforma principal tipo pasarela, que abarca el cuadrante de la torre ubicada a nivel 31 mts.
Foto 9. Puente guía de onda
Foto 10. Escalera porta cables y escalera de acceso sin línea de vida
Foto 11. Escalera de acceso sin línea de vida
Foto 12. Escalera de acceso sin línea de vida y detalle de plataforma de descanso
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Foto 13. Detalle pasarela a la altura de 31.00m, cuenta con pasamanos, guarda cuerpo y guarda pie
Foto 14. Detalle de plataforma de descanso tipo rejilla
Foto 15. Vista general de antenas
Foto 16. Antenas UHF existentes
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DESCRIPCIÓN En el levantamiento se revisaron los sistemas de luces de obstrucción, faros, caperuzas, caja de control, foto celda, acometida y cableado, El sistema de luces se encuentra en tres partes de la torre: a 45m, 93m y 150m. Los cuales se encontraron en buen estado y correcto funcionamiento.
Identificación de sistemas de luces y para rayos
El sistema de para rayos se reviso soporte, cableado, aisladores y soldaduras. Encontrando 2 para rayos en la estructura a 74m y 140m. Se observo que el cableado, no esta aterrizado correctamente ya está pegado con amarres a la estructura y no posee aisladores.
Foto 17. Detalle luces obstruccion.
Foto 18. Detalle de luz a 93m.
Foto 19. Detalle Para Rayo centro de la torre
Foto 20. Detalle cableado pegado a torre sin aisladores.
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Estado de la pintura y/o galvanizado y estado de oxidación de elementos
La pintura en la estructura presenta una muy buena apariencia con alta adherencia y no se evidencian soplos, agrietamientos ni desprendimientos. La Pintura en la estructura cumple con el reglamento de la Aeronáutica Civil (Aerocivil) en su capítulo decimo cuarto Parágrafo 14.3.6.2.4. Referente a la cantidad de flanjas como debe estar pintada la estructura la cual solo debe tener siete flanjas de dos colores (blanco y naranja) empezando y terminando con naranja. El galvanizado en un 99% está en buen estado, presentándose algunos focos de corrosión en elementos no estructurales tal como el material de los soportes de antenas nivel 65m, pero que no afectan la integridad de la torre.
Foto 13. Prueba de Adherencia pintura de la torre
Foto 14. Detalle de las franjas iniciales.
Foto 21. Detalle de corrosión en soportes, antenas
Foto 22. Soportes antenas con oxidación Nivel 65m.
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DESCRIPCIÓN La estructura no cuenta con medidas activas de protección tal como lo señala la resolución numero 003673 de 2008 en su capítulo IV articulo 12 parágrafo del ministerio de protección social, referente de líneas de vida verticales fijas, con la cual debería de contar una estructura de este tipo, reglamentado en la guía de trabajo seguro en torres de telecomunicaciones expedido por el ministerio de protección social.
Identificación de elementos de protección de caída
La escalera es tipo gato, cuenta con guarda cuerpo y un ancho de 500 mm hasta los 130 mts. Apartir de esta altura la escalera se reduce a un ancho de 200 mm, y por la gran cantidad de cableado de las antenas tipo panel el acceso se limita y debe ser realizado por la parte externa de la estructura
Foto 23. Escalera sin hay línea de vida.
Foto 24. Vista de escalera, reducida a partir de 130 mt.
Foto 25. Acceso reducido por cableado de antenas al interior escalera 200 mm.
Foto 26. Plataforma de descanso, en nivel 31 mts. Plataformas en buen estado.
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DESCRIPCIÓN
Silueta torre existente
Sección transversal: 0.70m
N+141
Sección transversal: 0.70m
N+132
Sección transversal: 1.38m
N+128
Sección transversal: 1.38m
N+118
Sección transversal: 2.65m
N+115
Sección transversal: 2.65m
N+93.54
CALIDAD DE LOS MATERIALES Perfilería estructural en acero de alta resistencia ASTM A-572 Platinería en acero de resistencia normal ASTM A-36 Tornillería de resistencia normal en acero SAE Grado 2
DESCRIPCIÓN DE LA SILUETA Estructura Tronco piramidal de cuatro lados, de sección variable. Arranca con una apertura de patas de 15.20m y va reduciento su sección con una pendiente constante hasta la altura de 93.54m, donde la sección transversal es de 2.65m. Apartir de esta altura continúa con sección constante de 2.65m hasta la altura de 115 sitio en el cual comienza una transición tronco piramidal hasta la altura de 118.80m, donde la seccion transversal es de 1.38m; continúa con sección constante hasta los 128m, nivel en el cual encontramos otra transición tronco piramidal hasta la altura de 132m donde la sección transversal es de 0.70m. Apartir de este nivel, continúa con sección constante hasta la parte superior de la torre a la altura de 141m
Apertura de patas: 15.20m
N+0.00
INSTATEL COLOMBIA CI LTDA.
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VERTICALIDAD DE TORRES
Versión: 02
EST-015-EVALUACIÓN TORRE PADRE AMAYA Edición: Fecha:
1.0 27/03/2010
VERIFICACIÓN DE VERTICALIDAD DESCRIPCIÓN DEL SITIO
Estación 1
Cara C
t. on M
C
Cara D
B
M on t.
M on t.
D
Cara A
Cara B
Descripción general:
La torre está ubicada en La Base Militar Cerro Padre Amaya, al noroccidente de Medellín, en jurisdicción de los corregimientos de Palmitas, San Cristóbal y San Antonio de Prado; el acceso al sitio se hace por carreteable hasta la estación. La torre está conformada por cuatrocuerpos de diferente sección transversal, de los cuales el primero es de sección tronco piramidal desde el nivel +0.00m hasta el nivel +93.54m; apartir de éste nivel y hasta +115m, la sección es cuadrada de 2.65m de lado. Desde el nivel +118m hasta el nivel +128 la sección también es cuadrada de 1.38m de ancho. Desde el nivel +132 hasta el nivel +141, la sección es cuadrada de 0.70m de lado.
A
ESQUEMA DEL LEVANTAMIENTO
Estación 2
RTVC Antioquia Medellín Base Militar Cerro Padre Amaya Estación total Topcon GTS 226
t. on M
Propietario: Departamento: Municipio: Dirección: Equipo utilizado:
TOMA DE DATOS Altura de la torre:
141 m
Desplazamiento admisible: 0.0025H H = Altura de la torre m
Angulo Horizontal grad. min. seg. 13.40 0 0 0 31.40 359 59 42 50.50 359 58 26 72.35 359 57 11 93.55 359 55 55 113.50 359 54 40 141.00 359 55 55 Distancia de la estación a la torre:
VERIFICACIÓN DE VERTICALIDAD CARA C Desviación Desplazamiento Desp. Admis. m m grad. min. seg. 0.000 0.034 0 0 0 0.079 0.015 0 0 18 0.126 0.079 0 1 34 0.142 0.181 0 2 49 0.234 0.206 0 4 5 0.269 0.284 0 5 20 0.206 0.353 0 4 5 173.250 m
Angulo Horizontal grad. min. seg. 13.40 0 0 0 31.40 359 59 49 50.50 359 58 34 72.35 359 57 18 93.55 359 56 2 113.50 359 54 47 141.00 359 56 53 Distancia de la estación a la torre:
VERIFICACIÓN DE VERTICALIDAD CARA B Desviación Desplazamiento Desp. Admis. m m grad. min. seg. 0.000 0.034 0 0 0 0.005 0.079 0 0 11 0.044 0.126 0 1 26 0.082 0.181 0 2 42 0.121 0.234 0 3 58 0.159 0.284 0 5 13 0.095 0.353 0 3 7 104.700 m
Altura m
Altura m
Elaboró:
Ing. PATROCINIO PARRA GALINDO MP. 15202 146419 BYC
Revisó:
Verificación Ok Ok Ok Ok Ok Ok Ok
Verificación Ok Ok Ok Ok Ok Ok Ok
EVALUACIÓN ESTRUCTURAL
ESTACIÓN CERRO PADRE AMAYA TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m Diseñó:
ING. HELMAN ORLANDO MOZO MOZO Ing Civil MP. 15202132829 BYC
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EVALUACIÓN ESTRUCTUAL TORRE METÁLICA AUTOSOPORTADA ALTURA 150 m INTRODUCCIÓN En el éste documento se describe la memoria de la evaluación estructural de la torre auto soportada cuadrada de sección variable con una altura de 141 m ubicada en la estación Padre Amaya RTVC, ubicada en el Cerro Padre Amaya al noroccidente de Medellín, en jurisdicción de los corregimientos de Palmitas, San Cristóbal y San Antonio de Prado,. Para el análisis matemático se utilizó velocidad de
viento de diseño de 120 Km/h. y velocidad de operación de 60 Km/h En una primera parte se incluye la descripción de la estructura estudiada, luego los criterios básicos para el análisis y el diseño, evaluación de cargas, y por último el listado de datos de entrada y de salida del programa Tower de la casa Power Line System Inc.. La evaluación estructural fue realiza de acuerdo con los datos de campo levantados en la estación base estación Padre Amaya RTVC, localizada al noroccidente de Medellín; cualquier cambio genera un estudio diferente. La torre en estudio tiene instaladas antenas para la transmisión de señal de televisión. DESCRIPCIÓN DE LA ESTRUCTURA EXISTENTE La torre actual está conformada por una eestructura tronco piramidal de cuatro lados, de sección variable. Arranca con una apertura de patas de 15.20m y va reduciendo su sección con una pendiente constante hasta la altura de 93.54m, donde la sección transversal es de 2.65m. A partir de esta altura continúa con sección constante de 2.65m hasta la altura de 115 sitio en el cual comienza una transición tronco piramidal hasta la altura de 118.80m, donde la sección transversal es de 1.38m; continúa con sección constante hasta los 128m, nivel en el cual encontramos otra transición tronco piramidal hasta la altura de 132m donde la sección transversal es de 0.70m. A partir de este nivel, continúa con sección constante hasta la parte superior de la torre a la altura de 141m. (Ver figura 1) Para el mantenimiento, la estructura cuenta con una escalera de acceso y una escalera porta cable vertical.
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Sección transversal: 0.70m
N+141
Sección transversal: 0.70m
N+132
Sección transversal: 1.38m
N+128
Sección transversal: 1.38m
N+118
Sección transversal: 2.65m
N+115
Sección transversal: 2.65m
N+93.54
Apertura de patas: 15.20m
N+0.00
Figura 1. Esquema de la silueta de la torre existente
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CONDICIONES DE CARGA CARGAS ACTUALES DE LA TORRE En la actualidad, la torre cuenta con las siguientes cargas: UBICACIÓN CANT.
TIPO DE ANTENA
DIMENSIONES
NIVEL
MONTANTE B
1
ANTENA PARABOLICA
D= 2.44 m
+6.20m
MONTANTE C
1
ANTENA PARABOLICA
D= 1.20m
+12.26m
MONTANTE B
1
ANTENA PARABOLICA
D= 1.20m
+14.70m
MONTANTE C
1
ANTENA PARABÓLICA
D= 2.44 m
+16.22m
MONTANTE B
1
ANTENA PARABOLICA
D= 1.80 m
+18.77m
MONTANTE C
1
ANTENA PARABOLICA
D= 2.44 m
+ 20.44m
MONTANTE B
1
ANTENA PARABOLICA
D= 1.80 m
+22.68m
MONTANTE C
1
ANTENA RADOME
D= 3.00 m
+24.28m
MONTANTE B
1
ANTENA RADOME
D= 2.44 m
+31.73m
MONTANTE A
1
ANTENA YAGI
L= 3.00 m
+31.73m
MONTANTE A
1
ANTENA YAGI
L= 3.00 m
+47.00m
MONTANCE C
1
ANTENA TIPO ONNI RF TECHNOLOGY
D=1m ALTURA 1.20 m
+37.63m
CARA C
3
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 57m y 65m
CARA D
3
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 57m y 65m
CARA C
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 60m y 65m
CARA B
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 60m y 65m
CARA A
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.74m X 2.50m
Entre + 60m y 65m
MONTANTE A
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.25m X 1.55m
Entre + 84m y 87m
MONTANTE B
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.25m X 1.55m
Entre + 84m y 87m
MONTANTE C
2
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.25m X 1.55m
Entre + 84m y 87m
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CARA A
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA B
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA C
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA D
6
ANTENA THOMSON
1.21m X 2.13m
Entre +101m Y 109m
CARA A
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA B
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA C
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA D
6
ANTENA PANEL VHF BANDA III. 2 DIPOLOS
1.45m X 1.45m
Entre +118m Y 128m
CARA A
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
CARA B
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
CARA C
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
CARA D
8
ANTENA PANEL UHF BANDA ANCHA DIRECCIONAL
1.05m X 0.45m
Entre +132m Y 141m
En esta torre se propone el desmontaje del sistema de antenas radiantes existentes (UHF configuración 6-6-6-6) para luego montar un nuevo sistema de antenas radiantes UHF configuración 6-6-6-6. Es decir se colocaran la misma referencia de antenas (nuevas) pero con una guía de onda más gruesa HIPOTESIS 1 Realizar un estudio estructural con la totalidad de antenas actualmente instaladas e indicar cuales serian las cargas máximas remanentes (cuál es la posibilidad de adicionar antenas y de qué tipo)
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ESPECIFICACIONES TECNICAS MATERIALES Para la evaluación de la torre se tuvieron en cuenta los siguientes materiales: Perfiles Acero ASTM A-36 A-572 GR50 Platinas Acero ASTM A-36 A-572 GR50 Tornillos ASTM A 394 T-0 NORMAS AISC 2010 ASCE, report 52 EIA/TIA Standard, EIA/TIA-222-G ANSI/ASCE 10-90 (1991) ACI 318 – 08 NSR-98 (1998) CARGAS SOBRE LA TORRE CARGAS DE VIENTO Las cargas de viento sobre la estructura fueron evaluadas y aplicadas como fuerzas horizontales concentradas en los nudos superiores e inferiores de cada una de las secciones en que se halla dividida la estructura, las cuales fueron determinadas por el diseñador. El cálculo de las cargas de viento lo realiza el software Tower V10.2 siguiendo la metodología establecida por la Norma TIA/EIA-222-G (Structural Standard for Steel Antenna Towwers and Antenna Supporting Structures1), para lo cual, el diseñador alimenta el programa con los datos de velocidad de viento de diseño, velocidad de viento de operación, tipo de estructura, categoría de la topografía y categoría de exposición. CARGAS DE VIENTO SEBRE ANTENAS Para el cálculo de las cargas de viento sobre antenas y accesorios, es necesario alimentar el programa con la información del tipo y dimensiones de la antena o accesorio y la altura a la que van a estar ubicados para que éste realice los cálculos y aplique las cargas de acuerdo al procedimiento de la norma2. Para el caso de estudio, se utilizó una velocidad de viento de de diseño de 120km/h y una velocidad de operación de 60 km/h. 1 2
Telecomunications Industry Association, TIA/EIA-222-F (revisión de la EIA/TIA- 222-G), Arlington Power Line System Inc, Tower v.10.2, Madison USA, 2010
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Los coeficientes de forma varían con el ángulo de incidencia del viento sobre la antena y se evalúan con base en los valores máximos indicados en los manuales Parabolic Antennas Andrew y Allen Telecom Group3. Para propósitos de estas memorias, se supuso que la antena está siempre orientada de tal forma que produce la mayor carga y mayor torsión sobre la estructura. A partir de ensayos en túnel de viento realizados a sus antenas, la firma Andrew propone descomponer las acciones del viento en dos fuerzas y un momento como se muestra en la figura 4. 4
La fuerza Fa que actúa según el eje de la antena La fuerza Fs que actúa perpendicular a ese eje Un momento que se supone aplicado en un plano horizontal y actuando en un vértice.
Eje antena Viento F (a)
a F (s) y
M
Tubo de anclaje antena Vista superior
Figura 2. Acción del viento sobre antenas parabólicas y tipo panel Banda UHF
En todos los casos, el área expuesta es el área proyectada sobre un plano normal al eje de la antena, independientemente del ángulo de incidencia del viento La presión del viento se calculará de acuerdo con los artículos 2.3.2 y 2.3.3 del EIA Standard, es decir: Presión qz = 0.00256*kz*V2 [1b/ft2]; [V en MPH] qz = 0.00483*kz*V2 [kg/m2]; [V en KPH] qz = 69.552*kz [kg/cm2] 3
Andrew Antenna Company, Wind Forces and Loads Produced by Parabolic Antennas, Bulletin 1015D, London, 1988. 4 Valencia Clement Gabriel, Acciones del Viento Sobre las Estructuras, Bogotá, 2002
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Donde: kz
= Coeficiente de exposición
Kz
= [z/10](2/7)
z en m
kz < 2.58 < 2.58 Las fuerzas del viento sobre la torre se calcularan según articulo 2.3.2 con la siguiente ecuación: Fuerza del viento
F = qz*Gh*Cf*Ae
(Kg)
Donde: Cf = Coeficiente de forma, según EIA Standard Cf = 4.0*e2 – 5.9*e + 4.0 Relación de solidez At An Gh Gh
art. 2.3.5 e = An/At
= Area perimetral total (m2) = Área neta expuesta (m2) = Factor de respuesta de ráfaga = 0.65 +0.60/(h/10)1/7 art. 2.3.4
1.0 < Gh < 1.25 h
= Altura total de la estructura (m)
Para la incidencia oblicua del viento, según ANSI5, el área neta oblicua será: Anob = Cob*An Donde: Cob = 0.75 para incidencia a 60 grados Cob = 1.00 para incidencia normal CARGAS DE VIENTO SEGUN NORMA NSR-98: Velocidad del viento (B.6.5) Velocidad del viento básico V = 120 Km/h Velocidad de diseño ( B.6.4-2) Vs = V * S1*S2*S3 Donde: 5
American National Standard Institute
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S1= S2= S3=
Coeficiente de topografía Coeficiente de rugosidad del terreno (3) Coeficiente de grado de seguridad
Presión Dinámica
q = 0.000048 * vs2 * S4
S1 = 1.00 S2 = 0.99 S3 = 1.05 [KN/m^2]
Donde: S4=
Coeficiente de densidad del aire
S4 = 0.94
Presión ejercida sobre cualquier punto de la estructura P = Cf * q Donde: Cf =
Coeficiente de fuerza (Tabla B.6.8-7 NSR-98)
Coeficiente de solides de 0.25 Cf= Ae= q=
2.50 Área Frontal efectiva Presión dinámica = 0.4875 KN/m2
La fuerza total del viento sobre la estructura se calculara como: F = Cf x q x Ae Debido a que las fuerzas de viento calculadas con la metodología establecida por la Norma TIA/EIA222-G son superiores a las calculadas mediante las ecuaciones de la Norma NSR-98, para el caso de estudio se va a seguir la metodología de la norma TIA/EIA-222-G El área neta expuesta a la acción del viento incluye la correspondiente a los elementos estructurales, elementos redundantes, platinas, cartelas y a la escalerilla de acceso o la escalerilla para guía de onda. Se asume que una escalera, apantalla la otra. PESO PROPIO DE LA ESTRUCTURA
El peso propio de la estructura corresponde al peso de los elementos estructurales, los cuales son calculados directamente por el software de análisis con base en el peso unitario teórico de cada uno de los perfiles utilizados, multiplicados por su longitud. Para tener en cuenta el peso aportado por elementos no estructurales tales como tornillos, platinas, elementos redundantes eclisas y cubrejuntas de unión, galvanizado, escaleras, etc., el peso de la estructura se afecta por un factor de multiplicación del peso de 1.20. www.instatelcolombia.com.co
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CARGAS VERTICALES Las cargas verticales aplicadas al modelo matemático corresponden a la carga muerta, que está constituida por los elementos mencionados en el párrafo anterior, mas el peso aportado por las antenas, las plataformas de trabajo, las plataformas de descanso y los accesorios que sean instalados en la torre. Otra carga vertical que se tiene en cuenta es la carga viva, correspondiente a 3 operarios que estén trabajando simultáneamente en la estructura, con un peso por operario de 100 kg, que incluye herramienta y elementos de protección. ANALISIS ESTRUCTURAL El análisis y evaluación de la estructura se hará para las condiciones actuales de servicio y para las condiciones finales o proyectadas; para este último caso, se plantean análisis y calculo con modificaciones en la estructura en caso b de ser necesario. El análisis hiperestático de la estructura se realizará por medio del software especializado para el diseño de torres de telecomunicaciones Tower V 10.2, que realiza de manera no lineal el análisis de primer orden y segundo orden para tener en cuenta los efectos geométricos ocasionados por los desplazamientos de la estructura. El software utiliza para sus cálculos el método de los elementos finitos basado en la solución de ecuaciones diferenciales asociadas a la geometría de la estructura, para determinar los desplazamientos en los nudos, y las fuerzas internas para cada uno de los elementos de acuerdo con las combinaciones de carga establecidas en cada hipótesis de diseño requerida. Para cada una de las hipótesis analizadas, se presentan los listados de datos de entrada (Input) y datos de salida (Output) en el siguiente orden. DATOS DE ENTRADA • • •
Listado de datos generales Listado de la geometría de la estructura (identificación de nudos, grupos de barras, apoyos, materiales, secciones, tornillos). Listado de cargas sobre los nudos de acuerdo con los sistemas de cargas.
RESULTADOS PARA LAS HIPOTESIS CONSIDERADAS • • • •
Listado de fuerzas axiales sobre cada elemento de la estructura. Listado de reacciones en los apoyos. Listado de acciones y cargas admisibles críticas en los miembros típicos. Listado de desplazamientos de los nudos que conforman la estructura.
UNIDADES Las unidades consideradas en los datos de entrada y salida son: www.instatelcolombia.com.co
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• • • • •
Distancias en m, mm. Cargas en Kg Desplazamientos en m. Esfuerzos en Kgf Acciones y reacciones en Kg
DISEÑO DE LA ESTRUCTURA METALICA El diseño de la estructura metálica se realizará de acuerdo con lo estipulado por las normas ANSI/EIA/TIA aplicables a las cargas de trabajo. Si: Fu = Fy =
resistencia máxima a la tensión esfuerzo de fluencia del material
Perfiles ASTM A-572 GR50 Perfiles ASTM A-36 Tornillo A 325 T-1
Fy = Fy = Fu =
3523 Kg/cm2 2535 Kg/cm2 5415 Kg/cm2
Los esfuerzos admisibles se calcularán de la siguiente manera: Tensión:
Ft = Ft =
0.50 Fu (sobre área neta) 0.60 Fy (sobre área bruta)
Perfiles ASTM A-36 Perfiles ASTM A-572 GR50
Ft = 2277 Kg/cm2 Ft = 3168 Kg/cm2
Flexión:
Fb = 0.60 Fy*1.333
Perfiles ASTM A-36 Perfiles ASTM A-572 GR50
Fb = 2025 Kg/cm2 Fb = 2879 Kg/cm2
Compresión:
Fa, según EIA/TIA/AISC con los factores SF1 y SF2 SF1 Factor d seguridad entre 1.66 y 1.92 SF2 Factor de seguridad igual a 23/12
La longitud efectiva y la relación de esbeltez, se calculan, de acuerdo con lo especificado en ASCE, report 52. Cortante: Aplastamiento: www.instatelcolombia.com.co
Tornillo A 325 T-1 Fv = 7385 Kg/cm2 Fp = 1.20 Fu
Instatel Colombia C.I Ltda. NIT 900.006.360-9 PBX: (571) 547 0790 Bogotá - Colombia
Perfiles ASTM A-36 Perfiles ASTM A-572 GR50 Tornillo A 325 T-1
Fp = 3795 Kg/cm2 Fp = 5280 Kg/cm2 Fp = 8862 Kg/cm2
COMBINACIONES DE CARGA Para el análisis se consideraron las siguientes hipótesis de carga: CARGA MUERTA
CARGA MUERTA
CARGA VIENTO
SISMO
VELOCODAD VIENTO (km/h)
ANGULO
COMBO 1-1
1.20
1.00
1.60
0.00
100.0
0
COMBO 1-2
1.20
1.00
1.60
0.00
100.0
45
COMBO 1-3
1.20
1.00
1.60
0.00
100.0
-45
COMBO 1-4
1.20
1.00
1.60
0.00
100.0
90
COMBO 1-5
1.20
1.00
1.60
0.00
100.0
-90
COMBO 1-6
1.20
1.00
1.60
0.00
100.0
180
COMBO 2-1
0.90
1.00
1.60
0.00
100.0
0
COMBO 2-2
0.90
1.00
1.60
0.00
100.0
45
COMBO 2-3
0.90
1.00
1.60
0.00
100.0
-45
COMBO 2-4
0.90
1.00
1.60
0.00
100.0
90
COMBO 2-5
0.90
1.00
1.60
0.00
100.0
-90
COMBO 2-6
0.90
1.00
1.60
0.00
100.0
180
CARGA MUERTA
CARGA MUERTA
CARGA VIENTO
SISMO
VELOCODAD VIENTO (km/h)
ANGULO
COMBO 3-1
1.20
1.00
1.00
1.00
100.0
0
COMBO 4-1
0.90
1.00
1.00
1.00
100.0
0
SERVICIO 1-1
1.00
1.00
1.00
0.00
96.6
0
SERVICIO 1-2
1.00
1.00
1.00
0.00
96.6
45
SERVICIO 1-3
1.00
1.00
1.00
0.00
96.6
-45
SERVICIO 1-4
1.00
1.00
1.00
0.00
96.6
90
SERVICIO 1-5
1.00
1.00
1.00
0.00
96.6
-90
SERVICIO 1-6
1.00
1.00
1.00
0.00
96.6
180
COMBINACION
COMBINACION
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VIENTO 1
1.00
1.00
1.00
0.00
100.0
0
VIENTO 2
1.00
1.00
1.00
0.00
100.0
45
VIENTO 3
1.00
1.00
1.00
0.00
100.0
-45
VIENTO 4
1.00
1.00
1.00
0.00
100.0
90
VIENTO 5
1.00
1.00
1.00
0.00
100.0
-90
VIENTO 6
1.00
1.00
1.00
0.00
100.0
180
En los anexos se presentan los datos de entrada utilizados para la modelación de la torre, propiedades, dimensiones, etc., las fuerzas actuantes sobre los miembros y la resistencia que presentan cada uno, la deflexión producida por las cargas a la estructura la cual debe ser menor que la relación H/200, donde H es la altura de la torre, y finalmente las cargas generadas a nivel de base las cuales serán transmitidas a la estructura de cimentación.
ANÁLISIS DE LA ESTRUCTURA CON CARGAS EXISTENTES DEMANDA/CAPACIDAD TORRE CON CARGAS EXISTENTES.
De acuerdo a las cargas impuestas y a la geometría de la torre, la máxima demanda que se encontró para algunos elementos supera el 100% de su capacidad, por lo cual el comportamiento de la estructura frente a las cargas descritas anteriormente ES INADECUADO. Además de esto algunos elementos, principalmente diagonales y horizontales sobrepasan los límites de la relación de esbeltez (kl/r), por lo tanto es necesario reducir su luz libre o aumentar su sección.
DESPLAZAMIENTOS CON CARGAS EXISTENTES.
De acuerdo a los resultados del análisis se encontró que el desplazamiento máximo que se puede presentar en la torre no supera el desplazamiento máximo permitido por la norma (141/200=0.705m), por lo tanto, la torre cumple esta condición. www.instatelcolombia.com.co
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1. CONCLUSIONES
De acuerdo a los resultados obtenidos de la evaluación de carga se puede concluir que la torre tiene un comportamiento INADECUADO frente a las cargas actuales ya que algunos de sus elementos se encuentran sobre esforzados para las condiciones de carga y requisitos establecidos en la norma TIA/EIA 222 G. De igual forma se puede concluir que la torre no es adecuada para soportar cargas nuevas, y se debe reforzar tanto para las condiciones de carga actuales como para las condiciones de carga futuras.
Cualquier diferencia con las cargas analizadas aquí, invalida este análisis y debe ser comunicada para su correspondiente evaluación.
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Figura 3. Acción del viento sobre antenas parabólicas y tipo panel Banda UHF
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EVALUACIÓN ESTRUCTURAL ESTADO ACTUAL
ESTACIÓN PADRE AMAYA TORRE CADRADA DE SECCIÓN VARIABLE
ALTURA 141m Diseñó:
ING. HELMAN ORLANDO MOZO MOZO Ing Civil MP. 15202132829 BYC
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
******************************************************************************* * * * TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 * * * ******************************************************************************* KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R
value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value
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227.69 236.36 232.69 203.99 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69 236.36 232.69 203.99 247.53 241.61 264.80 264.80 264.80 266.83 264.80 280.28 365.39 173.65 158.82 227.69 236.36 232.69 203.99 247.53 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69
exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
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for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for
17:07:07 03/17/10
member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member
"D7P" ?? "D8P" ?? "D9P" ?? "D10P" ?? "D15P" ?? "D16P" ?? "D17P" ?? "D18P" ?? "D23P" ?? "D24P" ?? "D27P" ?? "D33P" ?? "D34P" ?? "D35P" ?? "D36P" ?? "D38P" ?? "D41P" ?? "D42P" ?? "D43P" ?? "D46P" ?? "D47P" ?? "D113P" ?? "D115P" ?? "D116P" ?? "D136P" ?? "D139P" ?? "D198P" ?? "D199P" ?? "D200P" ?? "D201P" ?? "D203P" ?? "D206P" ?? "D207P" ?? "D208P" ?? "D209P" ?? "D214P" ?? "D215P" ?? "D218P" ?? "D225P" ??
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Date
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R
value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value value
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236.36 232.69 203.99 247.53 241.61 264.80 264.80 264.80 266.83 264.80 173.65 158.82 227.69 236.36 232.69 203.99 247.53 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69 236.36 232.69 203.99 247.53 241.61 264.80 264.80 264.80 266.83 264.80 173.65 158.82 227.69 236.36 232.69 203.99 247.53 410.13 410.13 231.64 231.64 200.74 200.74 241.61 227.69 236.36 232.69
exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of of
200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 150.00 150.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 150.00 150.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for
17:07:07 03/17/10
member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member member
"D226P" "D227P" "D228P" "D230P" "D233P" "D234P" "D235P" "D238P" "D239P" "D254P" "D317P" "D320P" "D379P" "D380P" "D381P" "D382P" "D384P" "D387P" "D388P" "D389P" "D390P" "D395P" "D396P" "D399P" "D406P" "D407P" "D408P" "D409P" "D411P" "D414P" "D415P" "D416P" "D419P" "D420P" "D435P" "D498P" "D501P" "D560P" "D561P" "D562P" "D563P" "D565P" "D568P" "D569P" "D570P" "D571P" "D576P" "D577P" "D580P" "D587P" "D588P" "D589P"
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Date
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R KL/R
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exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds exceeds
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"D590P" "D592P" "D595P" "D596P" "D597P" "D600P" "D601P" "D616P" "D679P" "D682P" "D750P" "D751P" "D752P" "D753P" "D754P" "D755P" "D756P" "D764P" "D765P" "D766P" "D767P" "D768P" "D769P" "D770P"
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TORRE CUADRADA AUTOSOPORTADA DE 140m Client
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Member check option: ANSI/TIA 222-G-1 Connection rupture check: Not Checked Crossing diagonal check: ANSI/TIA 222-G-1
[Alternate Unsupported RLOUT = 1]
Joints Geometry: Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code (m) (m) (m) Rest. Rest. Rest. Rest. Rest. Rest. ---------------------------------------------------------------------------------------------------D0Z93P None 0 -1.325 93.33 Fixed Fixed Fixed Free Free Free D1Z93P None 1.325 -1.325 93.33 Free Free Free Free Free Free D2Z0P None -7.6 -7.6 0 Fixed Fixed Fixed Fixed Fixed Fixed D3Z9P None -3.522 -7.022 8.59 Free Free Free Free Free Free D4Z13P None 0 -6.703 13.34 Free Free Free Free Free Free D5Z19P None -6.34 -6.34 18.73 Free Free Free Free Free Free D6Z26P None -2.533 -5.833 26.29 Free Free Free Free Free Free D7Z31P None 0 -5.494 31.32 Free Free Free Free Free Free D8Z26P None -5.833 -5.833 26.29 Free Free Free Free Free Free D9Z13P None -6.703 -6.703 13.34 Free Free Free Free Free Free D10Z31P None -5.494 -5.494 31.32 Free Free Free Free Free Free D11Z36P None -5.158 -5.158 36.32 Free Free Free Free Free Free D12Z45P None -4.603 -4.603 44.58 Free Free Free Free Free Free D13Z45P None -2.383 -4.603 44.58 Free Free Free Free Free Free D14Z50P None 0 -4.215 50.35 Free Free Free Free Free Free D15Z55P None -3.883 -3.883 55.28 Free Free Free Free Free Free D16Z68P None 3.031 -3.031 67.95 Free Free Free Free Free Free D17Z68P None -3.031 -3.031 67.95 Free Free Free Free Free Free D18Z55P None 3.883 -3.883 55.28 Free Free Free Free Free Free D19Z75P None 2.534 -2.534 75.36 Free Free Free Free Free Free D20Z75P None -2.534 -2.534 75.36 Free Free Free Free Free Free D21Z81P None 2.132 -2.132 81.33 Free Free Free Free Free Free D22Z81P None -2.132 -2.132 81.33 Free Free Free Free Free Free D23Z86P None -1.827 -1.827 85.88 Free Free Free Free Free Free D24Z86P None 1.827 -1.827 85.88 Free Free Free Free Free Free D25Z90P None 1.576 -1.576 89.59 Free Free Free Free Free Free D26Z90P None -1.576 -1.576 89.59 Free Free Free Free Free Free D27Z93P None -1.325 -1.325 93.33 Free Free Free Free Free Free D28Z50P None -4.215 -4.215 50.35 Free Free Free Free Free Free D29Z0P None 7.6 -7.6 0 Fixed Fixed Fixed Fixed Fixed Fixed D30Z9P None 3.522 -7.022 8.59 Free Free Free Free Free Free D31Z19P None 6.34 -6.34 18.73 Free Free Free Free Free Free D32Z26P None 2.533 -5.833 26.29 Free Free Free Free Free Free D33Z26P None 5.833 -5.833 26.29 Free Free Free Free Free Free D34Z13P None 6.703 -6.703 13.34 Free Free Free Free Free Free D35Z31P None 5.494 -5.494 31.32 Free Free Free Free Free Free D36Z36P None 5.158 -5.158 36.32 Free Free Free Free Free Free D37Z45P None 4.603 -4.603 44.58 Free Free Free Free Free Free D38Z45P None 2.383 -4.603 44.58 Free Free Free Free Free Free D39Z50P None 4.215 -4.215 50.35 Free Free Free Free Free Free D40Z113P None -1.325 -1.325 113.3 Free Free Free Free Free Free D41Z113P None 1.325 -1.325 113.3 Free Free Free Free Free Free
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
6 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
-1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 0.9017 -0.69 0.69 -0.9017 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 -0.69 0.69 0.69 -0.69 -0.35 0.35 0.5767 -0.4633 0.4633 -0.5767 -0.35 0.35 0.35 -0.35
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -0.9017 -0.69 -0.69 -0.9017 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.69 -0.35 -0.35 -0.5767 -0.4633 -0.4633 -0.5767 -0.35 -0.35 -0.35 -0.35
109.9 109.9 106.6 106.6 103.3 103.3 99.98 99.98 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 117 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -0.35 0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 7.022 -7.022 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.325 1.325 7.022 6.703 5.833 5.494 4.603 4.215 3.031 3.883 2.534 2.132 1.827 1.576 7.022
-0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 -7.022 -7.022 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 1.457e-011 1.325 -3.522 1.457e-011 -2.533 1.457e-011 -2.383 1.457e-011 3.031 3.883 2.534 2.132 1.827 1.576 3.522
132.6 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.99 62.4 8.59 8.59 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 93.33 8.59 13.34 26.29 31.32 44.58 50.35 67.95 55.28 75.36 81.33 85.88 89.59 8.59
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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8 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
7.022 7.6 6.34 5.833 5.833 6.703 5.494 5.158 4.603 4.603 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35
7.022 7.6 6.34 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35
8.59 0 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5
17:07:07 03/17/10
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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9 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.9e-015 -1.325 3.522 2.6e-015 2.533 2.4e-015 2.383 2.3e-015 -3.031 -3.883 -2.534 -2.132 -1.827 -1.576 -3.522 -7.022 -7.6 -6.34 -2.533 -5.833 -6.703 -5.494 -5.158 -4.603 -2.383 -4.215 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -0.9017 -0.69 -0.69 -0.69 -0.69
0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.325 1.325 7.022 6.703 5.833 5.494 4.603 4.215 3.031 3.883 2.534 2.132 1.827 1.576 7.022 7.022 7.6 6.34 5.833 5.833 6.703 5.494 5.158 4.603 4.603 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 0.9017 0.69 0.69 0.69 0.69
138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 93.33 8.59 13.34 26.29 31.32 44.58 50.35 67.95 55.28 75.36 81.33 85.88 89.59 8.59 8.59 0 18.73 26.29 26.29 13.34 31.32 36.32 44.58 44.58 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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10 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
-0.69 -0.69 -0.69 -0.69 -0.35 -0.5767 -0.4633 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -1.44 -1.692 -1.968 -2.316 -2.76 -3.405 -1.325 -7.022 -6.703 -5.833 -5.494 -4.603 -4.215 -7.022 -5.833 -4.603 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35
0.69 0.69 0.69 0.69 0.35 0.5767 0.4633 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 1.44 1.692 1.968 2.316 2.76 3.405 1.457e-011 3.522 1.457e-011 2.533 1.457e-011 2.383 1.457e-011 -3.522 -2.533 -2.383 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35
123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7 139.8 91.63 87.87 83.78 78.6 71.99 62.4 93.33 8.59 13.34 26.29 31.32 44.58 50.35 8.59 26.29 44.58 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
17:07:07 03/17/10
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Fixed Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free
Helman O. Mozo
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11 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) -------------------------------------------------------------------------------------------A572-50 1.999e+005 344.7 448.2 0 0 0 0 0 0 Angle Properties: Angle Type
Angle Size
Long Short Thick. Leg Leg
Gross w/t Radius of Radius of Radius of Number Wind Short Long Optimize Section Area Ratio Gyration Gyration Gyration of Width Edge Edge Cost Modulus Rx Ry Rz Angles Dist. Dist. Factor (cm) (cm) (cm) (N/m) (cm^2) (cm) (cm) (cm) (cm) (cm) (cm) (cm^3) -------------------------------------------------------------------------------------------------------------------------------------SAE 4X4X0.25 10.16 10.16 0.635 96.32 12.52 13.5 3.175 3.175 2.019 1 10.16 5.08 0 1.0000 0 SAE 3.5X3.5X0.25 8.89 8.89 0.635 84.64 10.9 11.5 2.769 2.769 1.763 1 8.89 4.445 0 1.0000 0 SAE 3X3X0.25 7.62 7.62 0.635 71.51 9.29 9.75 2.362 2.362 1.504 1 7.62 3.81 0 1.0000 0 SAE 2.5X2.5X0.25 6.35 6.35 0.635 59.84 7.677 7.75 1.953 1.953 1.247 1 6.35 3.175 0 1.0000 0 SAE 2.5X2.5X0.1875 6.35 6.35 0.4763 44.8 5.819 10.67 1.976 1.976 1.257 1 6.35 3.175 0 1.0000 0 SAE 2X2X0.25 5.08 5.08 0.635 46.55 6.065 5 1.547 1.547 0.9931 1 5.08 2.54 0 1.0000 0 SAE 2X2X0.1875 5.08 5.08 0.4763 35.61 4.581 8 1.567 1.567 1.001 1 5.08 2.54 0 1.0000 0 SAE 2X2X0.125 5.08 5.08 0.3175 24.08 3.097 11 1.59 1.59 1.011 1 5.08 2.54 0 1.0000 0 SAE 1.5X1.5X0.125 3.81 3.81 0.3175 17.95 2.323 8 1.181 1.181 0.7518 1 3.81 1.905 0 1.0000 0 DAE 6X6X0.375 15.24 15.24 0.9525 434.9 56.26 13.67 4.775 6.655 4.775 2 15.24 7.62 0 1.0000 0 DAE 5X5X0.5 12.7 12.7 1.27 472.8 61.29 8 3.912 5.69 3.912 2 12.7 6.35 0 1.0000 0 DAE 3X3X0.25 7.62 7.62 0.635 143 18.58 9.75 2.362 3.531 2.362 2 7.62 3.81 0 1.0000 0
Unit Weight
Angle Groups: Group Label
Group Angle Description Type
Angle Material Size Type
17:07:07 03/17/10
Element Type
Group Type
Optimize Group
Allow. Add. Angle Width For Optimize (cm) ---------------------------------------------------------------------------------------------------------M1 MONTANTE1 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M2 MONTANTE2 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M3 MONTANTE3 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M4 MONTANTE4 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M5 MONTANTE5 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M6 MONTANTE6 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M7 MONTANTE7 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M8 MONTANTE8 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M9 MONTANTE9 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M10 MONTANTE10 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M11 MONTANTE11 DAE 6X6X0.375 A572-50 Beam Leg None 0.000 M12 MONTANTE12 DAE 6X6X0.375 A572-50 Beam Leg None 0.000
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 H1 H6 H9 H11 H13 H14 H16 H18 H19
MONTANTE13 MONTANTE14 MONTANTE15 MONTANTE16 MONTANTE17 MONTANTE18 MONTANTE19 MONTANTE20 MONTANTE21 MONTANTE22 MONTANTE23 MONTANTE24 MONTANTE25 MONTANTE26 MONTANTE27 MONTANTE28 DIAGONAL2 DIAGONAL3 DIAGONAL4 DIAGONAL5 DIAGONAL6 DIAGONAL7 DIAGONAL8 DIAGONAL9 DIAGONAL10 DIAGONAL11 DIAGONAL12 DIAGONAL13 DIAGONAL14 DIAGONAL15 DIAGONAL16 DIAGONAL17 DIAGONAL18 DIAGONAL19 DIAGINAL20 DIAGONAL21 DIAGONAL22 DIAGONAL23 DIAGONAL24 DIAGONAL25 DIAGONAL26 DIAGONAL27 DIAGONAL28 HORIZONTAL1 HORIZONTAL6 HORIZONTAL9 HORIZONTAL11 HORIZONTAL13 HORIZONTAL14 HORIZONTAL16 HORIZONTAL18 HORIZONTAL19
DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE DAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE
6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 6X6X0.375 5X5X0.5 5X5X0.5 5X5X0.5 3X3X0.25 3X3X0.25 3X3X0.25 4X4X0.25 3X3X0.25 3.5X3.5X0.25 4X4X0.25 4X4X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 3.5X3.5X0.25 2X2X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 2X2X0.1875 3.5X3.5X0.25 3X3X0.25 2.5X2.5X0.25 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2.5X2.5X0.1875 2X2X0.25
A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50
17:07:07 03/17/10
Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss
Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Leg Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other Other
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H20 H21 H22 H23 H24 H25 H26 H28 R3 R6 R9 F1
HORIZONTAL20 HORIZONTAL21 HORIZONTAL22 HORIZONTAL23 HORIZONTAL24 HORIZONTAL25 HORIZONTAL26 HORIZONTAL28 REDUNDANTE3 REDUNDANTE6 REDUNDANTE9 FICTICIO
SAE 2X2X0.1875 SAE 2X2X0.1875 SAE 2X2X0.1875 SAE 2X2X0.25 SAE 2X2X0.125 SAE 2X2X0.125 SAE 2X2X0.125 SAE 2X2X0.125 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 2.5X2.5X0.1875 SAE 1.5X1.5X0.125
A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50 A572-50
Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss Truss
Other Other Other Other Other Other Other Other Other Other Other Fictitious
None None None None None None None None None None None None
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.480
Aggregate Angle Information: Note: Estimate of surface area reported for painting purposes, not wind loading. Angle Type
Angle Material Total Total Total Size Type Length Surface Area Weight (m) (m^2) (N) -----------------------------------------------------------SAE 2.5X2.5X0.1875 A572-50 754.47 191.64 33802.96 SAE 4X4X0.25 A572-50 189.15 76.87 18218.68 SAE 3X3X0.25 A572-50 125.05 38.11 8942.26 SAE 3.5X3.5X0.25 A572-50 431.27 153.36 36504.69 SAE 2X2X0.1875 A572-50 239.40 48.65 8524.90 SAE 2X2X0.25 A572-50 16.12 3.28 750.46 SAE 2X2X0.125 A572-50 66.64 13.54 1604.68 SAE 1.5X1.5X0.125 A572-50 295.91 45.10 5311.66 DAE 6X6X0.375 A572-50 474.06 288.99 206168.77 DAE 5X5X0.5 A572-50 39.78 20.21 18809.65 DAE 3X3X0.25 A572-50 51.99 15.85 7436.21 Sections: The adjustment factors below only apply to dead load and wind areas that are calculated for members in the model. They do not apply to equipment or to manually input dead load and drag areas. Section Label
17:07:07 03/17/10
Joint Dead Transverse Longitudinal Transverse Longitudinal Af Flat Ar Round Transverse Longitudinal SAPS Angle SAPS Round Force Defining Load Drag x Area Drag x Area Area Factor Area Factor Factor Factor Drag x Area Drag x Area Drag x Area Drag x Area Solid Section Adjust. Factor Factor (CD From (CD From For Face For Face Factor Factor Factor Factor Face Bottom Factor For Face For Face Code) Code) EIA Only EIA Only For All For All ----------------------------------------------------------------------------------------------------------------------------------------------------33 D280Z140P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 32 D279Z139P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 31 D278Z138P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 30 D277Z136P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 29 D276Z135P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 28 D275Z134P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 27 D274Z133P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 26 D273Z132P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None 25 D260Z131P 1.210 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 None
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
D259Z128P D258Z126P D257Z125P D256Z124P D255Z122P D254Z121P D253Z119P D252Z118P D250Z115P D246Z112P D249Z108P D245Z105P D248Z102P D244Z98P D213Z93P D225Z90P D224Z86P D223Z81P D222Z75P D220Z68P D221Z55P D234Z36P D229Z19P D228Z0P
1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210 1.210
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
None None None None None None None None None None None None None None None None None None None None None None None None
Angle Member Connectivity: Member Group Section Label Label Label
Symmetry Code
Origin Joint
End Ecc. Rest. Ratio Ratio Ratio Bolt # # Bolt # Shear Joint Code Code RLX RLY RLZ Type Bolts Holes Planes
Connect Short Long End Bolt Rest. Leg Edge Edge Dist. Spacing Coef. Dist. Dist. (cm) (cm) (cm) (cm) -------------------------------------------------------------------------------------------------------------------------------------------------------D1P H18 None D0Z93P D1Z93P 1 4 0.38 0.381 0.38 0 0 0 0 0 0 0 0 D2P D2 None D2Z0P D3Z9P 1 4 0.38 0.38 0.38 0 0 0 0 0 0 0 0 D3P D3 None D3Z9P D4Z13P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D4P D5 None D5Z19P D6Z26P 1 4 0.403 0.403 0.403 0 0 0 0 0 0 0 0 D5P D6 None D6Z26P D7Z31P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D6P R6 None D6Z26P D8Z26P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D7P R3 None D9Z13P D3Z9P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D8P D4 None D4Z13P D5Z19P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D9P R6 None D6Z26P D10Z31P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D10P D7 None D7Z31P D11Z36P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D11P R9 None D12Z45P D13Z45P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D12P D7 None D13Z45P D11Z36P 1 4 0.33 0.33 0.33 0 0 0 0 0 0 0 0 D13P D9 None D13Z45P D14Z50P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D14P D10 None D14Z50P D15Z55P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D15P D10 None D15Z55P D16Z68P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D16P D10 None D17Z68P D18Z55P 1 4 0.5 0.5 0.5 0 0 0 0 0 0 0 0 D17P D13 None D17Z68P D19Z75P 1 4 0.25 0.25 0.25 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18P D19P D20P D21P D22P D23P D24P D25P D26P D27P D28P D29P D30P D31P D32P D33P D34P D35P D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P
D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D16Z68P D20Z75P D19Z75P D21Z81P D22Z81P D23Z86P D24Z86P D26Z90P D27Z93P D13Z45P D29Z0P D30Z9P D31Z19P D32Z26P D32Z26P D34Z13P D4Z13P D32Z26P D7Z31P D37Z45P D38Z45P D38Z45P D14Z50P D38Z45P D40Z113P D42Z110P D44Z107P D46Z103P D48Z100P D50Z97P D0Z93P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D0Z93P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D58Z115P D66Z117P D68Z118P D69Z117P D67Z118P D70Z119P D72Z121P D74Z122P
D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D1Z93P D25Z90P D28Z50P D30Z9P D4Z13P D32Z26P D7Z31P D33Z26P D30Z9P D31Z19P D35Z31P D36Z36P D38Z45P D36Z36P D14Z50P D18Z55P D39Z50P D41Z113P D43Z110P D45Z107P D47Z103P D49Z100P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D69Z117P D65Z115P D68Z118P D71Z119P D73Z121P D75Z122P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P
H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D76Z124P D78Z125P D80Z126P D67Z118P D71Z119P D72Z121P D75Z122P D76Z124P D79Z125P D80Z126P D83Z128P D84Z131P D83Z128P D86Z129P D87Z130P D84Z131P D88Z130P D89Z129P D90Z141P D84Z131P D93Z132P D93Z132P D95Z133P D95Z133P D97Z134P D97Z134P D99Z135P D99Z135P D101Z136P D101Z136P D103Z138P D103Z138P D105Z139P D105Z139P D107Z140P D107Z140P D90Z141P D58Z115P D30Z9P D14Z50P D7Z31P D3Z9P D4Z13P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D1Z93P
D77Z124P D79Z125P D81Z126P D71Z119P D72Z121P D75Z122P D76Z124P D79Z125P D80Z126P D82Z128P D82Z128P D85Z131P D86Z129P D87Z130P D85Z131P D88Z130P D89Z129P D82Z128P D91Z141P D92Z131P D92Z131P D94Z133P D94Z133P D96Z134P D96Z134P D98Z135P D98Z135P D100Z136P D100Z136P D102Z137P D102Z137P D104Z138P D104Z138P D106Z139P D106Z139P D108Z140P D108Z140P D65Z115P D121Z9P D28Z50P D10Z31P D122Z9P D9Z13P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 1 1 0.5 1 1 1 1 1 1 1 1 1 1
1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 1 1 0.5 1 1 1 1 1 1 1 1 1 1
1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 1 1 0.5 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Job
17 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P
M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D131Z92P D25Z90P D132Z88P D24Z86P D133Z84P D21Z81P D134Z79P D19Z75P D135Z72P D16Z68P D16Z68P D136Z62P D39Z50P D18Z55P D39Z50P D37Z45P D37Z45P D36Z36P D36Z36P D35Z31P D35Z31P D33Z26P D33Z26P D31Z19P D31Z19P D34Z13P D34Z13P D121Z9P D121Z9P D29Z0P D59Z95P D51Z97P D66Z117P D68Z118P D1Z93P D59Z95P D51Z97P D53Z98P D47Z103P D55Z105P D43Z110P D57Z112P D79Z125P D77Z124P D71Z119P D68Z118P D82Z128P D86Z129P D85Z131P D92Z131P D127Z136P D102Z137P D66Z117P D65Z115P D18Z55P D136Z62P D19Z75P D135Z72P D21Z81P D134Z79P D24Z86P D133Z84P D25Z90P D132Z88P D53Z98P D49Z100P D49Z100P D61Z102P D61Z102P D47Z103P D55Z105P D45Z107P D45Z107P D63Z108P D63Z108P D43Z110P D57Z112P D41Z113P D41Z113P D65Z115P D73Z121P D71Z119P D75Z122P D73Z121P D77Z124P D75Z122P D81Z126P D79Z125P D82Z128P D81Z126P D86Z129P D88Z130P D88Z130P D85Z131P D123Z132P D94Z133P D124Z133P D96Z134P D125Z134P D98Z135P D126Z135P D100Z136P D128Z138P D104Z138P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Job
18 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P D227P D228P D229P D230P D231P
M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D129Z139P D130Z140P D92Z131P D94Z133P D96Z134P D98Z135P D100Z136P D102Z137P D104Z138P D106Z139P D108Z140P D137Z93P D139Z9P D29Z0P D139Z9P D31Z19P D141Z26P D141Z26P D34Z13P D140Z13P D141Z26P D142Z31P D37Z45P D143Z45P D143Z45P D144Z50P D18Z55P D16Z68P D16Z68P D145Z68P D19Z75P D147Z75P D148Z81P D21Z81P D24Z86P D149Z86P D25Z90P D1Z93P D143Z45P D151Z9P D153Z0P D151Z9P D154Z19P D155Z26P D155Z26P D157Z13P D140Z13P D155Z26P D142Z31P D160Z45P D161Z45P D161Z45P
D106Z139P D108Z140P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D91Z141P D138Z93P D121Z9P D139Z9P D140Z13P D141Z26P D142Z31P D33Z26P D139Z9P D31Z19P D35Z31P D36Z36P D143Z45P D36Z36P D144Z50P D18Z55P D145Z68P D146Z55P D147Z75P D19Z75P D148Z81P D21Z81P D24Z86P D149Z86P D150Z90P D25Z90P D138Z93P D150Z90P D39Z50P D152Z9P D151Z9P D140Z13P D155Z26P D142Z31P D156Z26P D151Z9P D154Z19P D158Z31P D159Z36P D161Z45P D159Z36P D144Z50P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
19 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P
D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D144Z50P D161Z45P D41Z113P D43Z110P D45Z107P D47Z103P D49Z100P D51Z97P D137Z93P D59Z95P D169Z98P D61Z102P D170Z105P D63Z108P D171Z112P D137Z93P D172Z95P D53Z98P D173Z102P D55Z105P D174Z108P D57Z112P D65Z115P D65Z115P D176Z117P D177Z118P D66Z117P D68Z118P D71Z119P D73Z121P D75Z122P D77Z124P D79Z125P D81Z126P D68Z118P D178Z119P D73Z121P D180Z122P D77Z124P D182Z125P D81Z126P D82Z128P D85Z131P D82Z128P D186Z129P D88Z130P D85Z131P D187Z130P D86Z129P D91Z141P D85Z131P D123Z132P
D146Z55P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D59Z95P D169Z98P D61Z102P D170Z105P D63Z108P D171Z112P D65Z115P D172Z95P D53Z98P D173Z102P D55Z105P D174Z108P D57Z112P D175Z115P D175Z115P D176Z117P D68Z118P D66Z117P D175Z115P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D178Z119P D73Z121P D180Z122P D77Z124P D182Z125P D81Z126P D184Z128P D184Z128P D185Z131P D186Z129P D88Z130P D185Z131P D187Z130P D86Z129P D184Z128P D188Z141P D189Z131P D189Z131P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1
0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1
0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
20 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P
D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D123Z132P D124Z133P D124Z133P D125Z134P D125Z134P D126Z135P D126Z135P D127Z136P D127Z136P D128Z138P D128Z138P D129Z139P D129Z139P D130Z140P D130Z140P D91Z141P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D138Z93P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D145Z68P D162Z50P D162Z50P D160Z45P D159Z36P D158Z31P D156Z26P D154Z19P D157Z13P D152Z9P D172Z95P D176Z117P D138Z93P D168Z97P D166Z103P D164Z110P D182Z125P D178Z119P D184Z128P D185Z131P D202Z136P D176Z117P
D190Z133P D190Z133P D191Z134P D191Z134P D192Z135P D192Z135P D193Z136P D193Z136P D194Z137P D194Z137P D195Z138P D195Z138P D196Z139P D196Z139P D197Z140P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D150Z90P D149Z86P D148Z81P D147Z75P D145Z68P D211Z62P D146Z55P D160Z45P D159Z36P D158Z31P D156Z26P D154Z19P D157Z13P D152Z9P D153Z0P D168Z97P D177Z118P D172Z95P D169Z98P D170Z105P D171Z112P D181Z124P D177Z118P D186Z129P D189Z131P D194Z137P D175Z115P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P
M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D169Z98P D167Z100P D173Z102P D170Z105P D165Z107P D174Z108P D171Z112P D163Z113P D179Z121P D180Z122P D181Z124P D183Z126P D184Z128P D186Z129P D187Z130P D198Z132P D199Z133P D200Z134P D201Z135P D203Z138P D204Z139P D205Z140P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D212Z93P D214Z9P D153Z0P D214Z9P D154Z19P D216Z26P D216Z26P D157Z13P D215Z13P D216Z26P D217Z31P D160Z45P D218Z45P D218Z45P D219Z50P D146Z55P
D211Z62P D210Z72P D209Z79P D208Z84P D207Z88P D167Z100P D173Z102P D166Z103P D165Z107P D174Z108P D164Z110P D163Z113P D175Z115P D178Z119P D179Z121P D180Z122P D182Z125P D183Z126P D187Z130P D185Z131P D190Z133P D191Z134P D192Z135P D193Z136P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D188Z141P D213Z93P D152Z9P D214Z9P D215Z13P D216Z26P D217Z31P D156Z26P D214Z9P D154Z19P D158Z31P D159Z36P D218Z45P D159Z36P D219Z50P D146Z55P D220Z68P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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22 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P
D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D145Z68P D145Z68P D220Z68P D147Z75P D222Z75P D223Z81P D148Z81P D149Z86P D224Z86P D150Z90P D138Z93P D218Z45P D226Z9P D228Z0P D226Z9P D229Z19P D230Z26P D230Z26P D232Z13P D215Z13P D230Z26P D217Z31P D235Z45P D236Z45P D236Z45P D219Z50P D236Z45P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D212Z93P D172Z95P D244Z98P D173Z102P D245Z105P D174Z108P D246Z112P D212Z93P D247Z95P D169Z98P D248Z102P D170Z105P D249Z108P D171Z112P D175Z115P D175Z115P D251Z117P D252Z118P D176Z117P
D221Z55P D222Z75P D147Z75P D223Z81P D148Z81P D149Z86P D224Z86P D225Z90P D150Z90P D213Z93P D225Z90P D162Z50P D227Z9P D226Z9P D215Z13P D230Z26P D217Z31P D231Z26P D226Z9P D229Z19P D233Z31P D234Z36P D236Z45P D234Z36P D219Z50P D221Z55P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D172Z95P D244Z98P D173Z102P D245Z105P D174Z108P D246Z112P D175Z115P D247Z95P D169Z98P D248Z102P D170Z105P D249Z108P D171Z112P D250Z115P D250Z115P D251Z117P D177Z118P D176Z117P D250Z115P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 0.5 0.5 0.5 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 1 1 1 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
23 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P
H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D177Z118P D253Z119P D179Z121P D255Z122P D181Z124P D257Z125P D183Z126P D184Z128P D185Z131P D184Z128P D261Z129P D187Z130P D185Z131P D262Z130P D186Z129P D188Z141P D185Z131P D198Z132P D198Z132P D199Z133P D199Z133P D200Z134P D200Z134P D201Z135P D201Z135P D202Z136P D202Z136P D203Z138P D203Z138P D204Z139P D204Z139P D205Z140P D205Z140P D188Z141P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D213Z93P D281Z92P D282Z88P
D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D253Z119P D179Z121P D255Z122P D181Z124P D257Z125P D183Z126P D259Z128P D259Z128P D260Z131P D261Z129P D187Z130P D260Z131P D262Z130P D186Z129P D259Z128P D263Z141P D264Z131P D264Z131P D265Z133P D265Z133P D266Z134P D266Z134P D267Z135P D267Z135P D268Z136P D268Z136P D269Z137P D269Z137P D270Z138P D270Z138P D271Z139P D271Z139P D272Z140P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D225Z90P D224Z86P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
24 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P
M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D283Z84P D284Z79P D285Z72P D220Z68P D237Z50P D237Z50P D235Z45P D234Z36P D233Z31P D231Z26P D229Z19P D232Z13P D227Z9P D247Z95P D251Z117P D213Z93P D243Z97P D241Z103P D239Z110P D257Z125P D253Z119P D259Z128P D260Z131P D277Z136P D251Z117P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D244Z98P D242Z100P D248Z102P D245Z105P D240Z107P D249Z108P D246Z112P D238Z113P D254Z121P D255Z122P D256Z124P D258Z126P D259Z128P D261Z129P D262Z130P D273Z132P D274Z133P D275Z134P D276Z135P D278Z138P D279Z139P D280Z140P
D223Z81P D222Z75P D220Z68P D286Z62P D221Z55P D235Z45P D234Z36P D233Z31P D231Z26P D229Z19P D232Z13P D227Z9P D228Z0P D243Z97P D252Z118P D247Z95P D244Z98P D245Z105P D246Z112P D256Z124P D252Z118P D261Z129P D264Z131P D269Z137P D250Z115P D286Z62P D285Z72P D284Z79P D283Z84P D282Z88P D242Z100P D248Z102P D241Z103P D240Z107P D249Z108P D239Z110P D238Z113P D250Z115P D253Z119P D254Z121P D255Z122P D257Z125P D258Z126P D262Z130P D260Z131P D265Z133P D266Z134P D267Z135P D268Z136P D270Z138P D271Z139P D272Z140P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P
M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D287Z93P D288Z9P D228Z0P D288Z9P D229Z19P D290Z26P D290Z26P D232Z13P D289Z13P D290Z26P D291Z31P D235Z45P D292Z45P D292Z45P D293Z50P D221Z55P D220Z68P D220Z68P D17Z68P D222Z75P D20Z75P D22Z81P D223Z81P D224Z86P D23Z86P D225Z90P D213Z93P D292Z45P D294Z9P D2Z0P D294Z9P D5Z19P D295Z26P D295Z26P D9Z13P D289Z13P D295Z26P D291Z31P D12Z45P D296Z45P D296Z45P D293Z50P D296Z45P
D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D263Z141P D27Z93P D227Z9P D288Z9P D289Z13P D290Z26P D291Z31P D231Z26P D288Z9P D229Z19P D233Z31P D234Z36P D292Z45P D234Z36P D293Z50P D221Z55P D17Z68P D15Z55P D20Z75P D222Z75P D22Z81P D223Z81P D224Z86P D23Z86P D26Z90P D225Z90P D27Z93P D26Z90P D237Z50P D122Z9P D294Z9P D289Z13P D295Z26P D291Z31P D8Z26P D294Z9P D5Z19P D10Z31P D11Z36P D296Z45P D11Z36P D293Z50P D15Z55P D28Z50P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.25 0.25 0.25 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.38 0.38 0.38 4 0.5 0.5 0.5 4 0.403 0.403 0.403 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5 4 0.5 0.5 0.5
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
26 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P
H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D287Z93P D247Z95P D60Z98P D248Z102P D62Z105P D249Z108P D64Z112P D287Z93P D52Z95P D244Z98P D54Z102P D245Z105P D56Z108P D246Z112P D250Z115P D250Z115P D69Z117P D67Z118P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D252Z118P D70Z119P D254Z121P D74Z122P D256Z124P D78Z125P D258Z126P D259Z128P D260Z131P D259Z128P D89Z129P D262Z130P D260Z131P D87Z130P D261Z129P D263Z141P D260Z131P D273Z132P D273Z132P D274Z133P
D40Z113P D42Z110P D44Z107P D46Z103P D48Z100P D50Z97P D247Z95P D60Z98P D248Z102P D62Z105P D249Z108P D64Z112P D250Z115P D52Z95P D244Z98P D54Z102P D245Z105P D56Z108P D246Z112P D58Z115P D58Z115P D69Z117P D252Z118P D251Z117P D58Z115P D67Z118P D70Z119P D72Z121P D74Z122P D76Z124P D78Z125P D80Z126P D70Z119P D254Z121P D74Z122P D256Z124P D78Z125P D258Z126P D83Z128P D83Z128P D84Z131P D89Z129P D262Z130P D84Z131P D87Z130P D261Z129P D83Z128P D90Z141P D297Z131P D297Z131P D298Z133P D298Z133P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1
1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1
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Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Page
Job
27 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P
D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D274Z133P D275Z134P D275Z134P D276Z135P D276Z135P D277Z136P D277Z136P D278Z138P D278Z138P D279Z139P D279Z139P D280Z140P D280Z140P D263Z141P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D27Z93P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D17Z68P D28Z50P D28Z50P D12Z45P D11Z36P D10Z31P D8Z26P D5Z19P D9Z13P D122Z9P D52Z95P D69Z117P D27Z93P D50Z97P D46Z103P D42Z110P D78Z125P D70Z119P D83Z128P D84Z131P D101Z136P D69Z117P D15Z55P D20Z75P
D299Z134P D299Z134P D300Z135P D300Z135P D301Z136P D301Z136P D302Z137P D302Z137P D303Z138P D303Z138P D304Z139P D304Z139P D305Z140P D305Z140P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D109Z92P D26Z90P D23Z86P D22Z81P D20Z75P D17Z68P D119Z62P D15Z55P D12Z45P D11Z36P D10Z31P D8Z26P D5Z19P D9Z13P D122Z9P D2Z0P D50Z97P D67Z118P D52Z95P D60Z98P D62Z105P D64Z112P D76Z124P D67Z118P D89Z129P D297Z131P D302Z137P D58Z115P D119Z62P D117Z72P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 0.312 0.312 0.312 4 1 1 1 4 1 1 1
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Helman O. Mozo
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Page
Job
28 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P
M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D22Z81P D23Z86P D26Z90P D60Z98P D48Z100P D54Z102P D62Z105P D44Z107P D56Z108P D64Z112P D40Z113P D72Z121P D74Z122P D76Z124P D80Z126P D83Z128P D89Z129P D87Z130P D93Z132P D95Z133P D97Z134P D99Z135P D103Z138P D105Z139P D107Z140P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P D27Z93P D213Z93P D138Z93P D1Z93P D294Z9P D295Z26P D296Z45P D30Z9P D32Z26P D38Z45P D151Z9P D155Z26P D161Z45P D226Z9P D230Z26P D236Z45P D7Z31P D142Z31P
D115Z79P D113Z84P D111Z88P D48Z100P D54Z102P D46Z103P D44Z107P D56Z108P D42Z110P D40Z113P D58Z115P D70Z119P D72Z121P D74Z122P D78Z125P D80Z126P D87Z130P D84Z131P D298Z133P D299Z134P D300Z135P D301Z136P D303Z138P D304Z139P D305Z140P D93Z132P D95Z133P D97Z134P D99Z135P D101Z136P D103Z138P D105Z139P D107Z140P D90Z141P D0Z93P D287Z93P D212Z93P D137Z93P D3Z9P D6Z26P D13Z45P D139Z9P D141Z26P D143Z45P D214Z9P D216Z26P D218Z45P D288Z9P D290Z26P D292Z45P D35Z31P D35Z31P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1
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Helman O. Mozo
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Page
Job
29 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D752P D753P D754P D755P D756P D757P D758P D759P D760P D761P D762P D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
D142Z31P D217Z31P D217Z31P D291Z31P D291Z31P D4Z13P D140Z13P D140Z13P D215Z13P D215Z13P D289Z13P D289Z13P D39Z50P D144Z50P D162Z50P D219Z50P D237Z50P D293Z50P D28Z50P D31Z19P D5Z19P D229Z19P D154Z19P D36Z36P D11Z36P D234Z36P D159Z36P D211Z62P D286Z62P D119Z62P D136Z62P D31Z19P D154Z19P D229Z19P D5Z19P D36Z36P D159Z36P D234Z36P D11Z36P D18Z55P D146Z55P D221Z55P D15Z55P
D158Z31P D158Z31P D233Z31P D233Z31P D10Z31P D34Z13P D34Z13P D157Z13P D157Z13P D232Z13P D232Z13P D9Z13P D14Z50P D39Z50P D144Z50P D162Z50P D219Z50P D237Z50P D293Z50P D5Z19P D229Z19P D154Z19P D31Z19P D11Z36P D234Z36P D159Z36P D36Z36P D286Z62P D119Z62P D136Z62P D211Z62P D154Z19P D229Z19P D5Z19P D31Z19P D159Z36P D234Z36P D11Z36P D36Z36P D146Z55P D221Z55P D15Z55P D18Z55P
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Member Capacities and Overrides: Member Group Warnings Label Label or Errors
Design
Comp.
Design
Tension
Comp.
Control
Tension
Control
L/r Length
Comp.
L/r Connection Connection Shear
Bearing
Capacity Criterion Capacity Criterion
Capacity
Capacity
Capacity
Net
Rupture
Section
Tension
RTE End RTE Edge Override
Override
Override
Tension
Face
Tension Capacity Tension Tension Capacity Control Capacity Control Capacity Capacity Criterion Criterion Capacity
Member ship
Dist.
Dist.
Comp.
Override Override Comp.
Tension
Page
Job
30 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
(kN) (kN) (m) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------D1P H18 160.576 L/r 180.553 Net Sect 40 1.33 160.576 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D2P D2 60.663 L/r 388.329 Net Sect 179 9.53 60.663 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic Automatic D3P D3 37.316 L/r 288.244 Net Sect 197 5.92 37.316 0.000 0.000 288.244 0.000 0.000 0.000 0.000 0.000 D4P D5 68.210 L/r 388.329 Net Sect 169 8.47 68.210 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D5P D6 99.737 L/r 388.329 Net Sect 140 5.65 99.737 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D6P R6 52.631 L/r 180.553 Net Sect 131 3.30 52.631 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D7P R3 17.484 L/r 180.553 Net Sect 228 5.73 17.484 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 227.69 exceeds maximum of 200.00 for member "D7P" ?? D8P D4 30.399 L/r 338.286 Net Sect 236 8.33 30.399 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 236.36 exceeds maximum of 200.00 for member "D8P" ?? D9P R6 16.741 L/r 180.553 Net Sect 233 5.85 16.741 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 232.69 exceeds maximum of 200.00 for member "D9P" ?? D10P D7 40.813 L/r 338.286 Net Sect 204 7.19 40.813 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 203.99 exceeds maximum of 200.00 for member "D10P" ?? D11P R9 102.119 L/r 180.553 Net Sect 88 2.22 102.119 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D12P D7 63.633 L/r 338.286 Net Sect 163 8.73 63.633 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic D13P D9 53.795 L/r 338.286 Net Sect 178 6.26 53.795 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 0.000 Automatic D14P D10 53.448 L/r 338.286 Net Sect 178 6.28 53.448 0.000 0.000 338.286 0.000 0.000 0.000 D15P D10 10.097 L/r 338.286 Net Sect 410 14.46 10.097 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 410.13 exceeds maximum of 200.00 for member "D15P" ?? D16P D10 10.097 L/r 338.286 Net Sect 410 14.46 10.097 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 410.13 exceeds maximum of 200.00 for member "D16P" ?? D17P D13 13.298 L/r 142.120 Net Sect 232 9.27 13.298 0.000 0.000 142.120 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 231.64 exceeds maximum of 200.00 for member "D17P" ?? D18P D13 13.298 L/r 142.120 Net Sect 232 9.27 13.298 0.000 0.000 142.120 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 231.64 exceeds maximum of 200.00 for member "D18P" ?? D19P D14 39.819 L/r 180.553 Net Sect 151 7.59 39.819 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D20P D14 39.819 L/r 180.553 Net Sect 151 7.59 39.819 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D21P D15 62.864 L/r 180.553 Net Sect 120 6.04 62.864 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D22P D15 62.864 L/r 180.553 Net Sect 120 6.04 62.864 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D23P D16 22.493 L/r 180.553 Net Sect 201 5.05 22.493 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 200.74 exceeds maximum of 200.00 for member "D23P" ?? D24P D16 22.493 L/r 180.553 Net Sect 201 5.05 22.493 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 200.74 exceeds maximum of 200.00 for member "D24P" ?? D25P D18 25.508 L/r 180.553 Net Sect 189 4.74 25.508 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 0.000 0.000 0.000 0.000 Automatic D26P D18 25.508 L/r 180.553 Net Sect 189 4.74 25.508 0.000 0.000 180.553 D27P R9 15.527 L/r 180.553 Net Sect 242 6.08 15.527 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 241.61 exceeds maximum of 200.00 for member "D27P" ?? D28P D2 60.663 L/r 388.329 Net Sect 179 9.53 60.663 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic D29P D3 37.316 L/r 288.244 Net Sect 197 5.92 37.316 0.000 0.000 288.244 0.000 0.000 0.000 0.000 0.000 Automatic D30P D5 68.210 L/r 388.329 Net Sect 169 8.47 68.210 0.000 0.000 388.329 0.000 0.000 0.000 0.000 0.000 Automatic 0.000 Automatic D31P D6 99.737 L/r 388.329 Net Sect 140 5.65 99.737 0.000 0.000 388.329 0.000 0.000 0.000 0.000 D32P R6 52.631 L/r 180.553 Net Sect 131 3.30 52.631 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic D33P R3 17.484 L/r 180.553 Net Sect 228 5.73 17.484 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 227.69 exceeds maximum of 200.00 for member "D33P" ?? D34P D4 30.399 L/r 338.286 Net Sect 236 8.33 30.399 0.000 0.000 338.286 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 236.36 exceeds maximum of 200.00 for member "D34P" ?? D35P R6 16.741 L/r 180.553 Net Sect 233 5.85 16.741 0.000 0.000 180.553 0.000 0.000 0.000 0.000 0.000 Automatic KL/R value of 232.69 exceeds maximum of 200.00 for member "D35P" ??
Page
Job
31 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D36P D7 KL/R value of D37P R9 D38P D7 KL/R value of D39P D9 D40P D10 D41P R9 KL/R value of D42P H22 KL/R value of D43P H22 KL/R value of D44P H1 D45P H1 D46P H20 KL/R value of D47P H19 KL/R value of D48P D19 D49P D20 D50P D20 D51P D21 D52P D21 D53P D22 D54P D22 D55P D19 D56P D20 D57P D20 D58P D21 D59P D21 D60P D22 D61P D22 D62P D23 D63P D23 D64P D23 D65P D23 D66P H23 D67P H24 D68P H24 D69P H24 D70P H25 D71P H25 D72P H25 D73P D24 D74P D24 D75P D24 D76P D24 D77P D25 D78P D25 D79P D25 D80P H25
40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885
L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 96.081 Net
Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 79 Sect 79 Sect 79 Sect 79 Sect 99 Sect 99 Sect 99 Sect 137
7.19 "D36P" 2.22 8.73 "D38P" 6.26 6.28 6.08 "D41P" 2.65 "D42P" 2.65 "D43P" 2.65 2.65 2.65 "D46P" 2.65 "D47P" 2.13 4.25 4.25 4.25 4.25 4.25 4.25 2.13 4.25 4.25 4.25 4.25 4.25 4.25 3.04 1.90 1.90 3.04 1.38 1.38 1.38 1.38 1.38 1.38 1.38 1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38
40.813 ?? 102.119 27.718 ?? 53.795 53.448 15.527 ?? 10.175 ?? 10.175 ?? 75.146 75.146 10.175 ?? 13.267 ?? 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885 114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885
Helman O. Mozo
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081 180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
32 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D81P H26 D82P D26 D83P D26 D84P D26 D85P D26 D86P D26 D87P D26 D88P H28 D89P D27 D90P D27 D91P D27 D92P D27 D93P D27 D94P D27 D95P D27 D96P D27 D97P D27 D98P D28 D99P D28 D100P D28 D101P D28 D102P D28 D103P D28 D104P D28 D105P D28 D106P D28 D113P H22 KL/R value of D114P R3 D115P H6 KL/R value of D116P H6 KL/R value of D117P R3 D118P F1 D119P H28 D120P H28 D121P H28 D122P H28 D123P H28 D124P H28 D125P H28 D126P H28 D127P M18 D128P M17 D129P M16 D130P M15 D131P M14 D132P M13 D133P M12 D134P M10 D135P M9
67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 10.175 264.80 exceeds 46.788 18.420 280.28 exceeds 10.839 365.39 exceeds 46.788 0.455 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r 96.081 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 96.081 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 180.553 Net L/r 72.061 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net
Sect 69 0.70 67.668 Sect 81 1.61 88.359 Sect 72 1.44 97.206 Sect 64 1.29 104.952 Sect 64 1.29 104.952 Sect 72 1.44 97.206 Sect 81 1.61 88.359 Sect 69 0.70 67.668 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 89 0.89 79.402 Sect 265 2.65 10.175 for member "D113P" ?? Sect 139 3.50 46.788 Sect 280 4.21 18.420 for member "D115P" ?? Sect 365 5.49 10.839 for member "D116P" ?? Sect 139 3.50 46.788 Sect 892 6.70 0.455 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 69 0.70 67.668 Sect 36 1.72 1383.184 Sect 43 2.04 1337.340 Sect 42 2.01 1342.648 Sect 52 2.46 1269.329 Sect 68 3.26 1119.956 Sect 85 4.05 954.789 Sect 117 5.58 636.100 Sect 104 4.95 763.137 Sect 122 5.81 592.474
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000
0.000 0.000
180.553 288.244
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 72.061 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D136P M8 KL/R value of D137P M7 D138P M6 D139P M5 KL/R value of D140P M4 D141P M3 D142P M2 D143P M19 D144P M1 D145P M19 D146P M20 D147P M21 D148P M22 D149P M25 D150P M24 D151P M26 D152P M27 D153P M28 D154P M1 D155P M10 D156P M13 D157P M14 D158P M15 D159P M16 D160P M20 D161P M20 D162P M20 D163P M21 D164P M21 D165P M21 D166P M22 D167P M22 D168P M24 D169P M24 D170P M24 D171P M25 D172P M25 D173P M26 D174P M26 D175P M27 D176P M27 D177P M27 D178P M27 D179P M28 D180P M28 D181P M28 D182P M27 D183P M27 D184P M27 D185P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D136P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D139P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D186P M27 D187P M28 D188P M28 D189P M28 D190P M28 D191P H18 D192P R3 D193P D2 D194P D3 D195P D5 D196P D6 D197P R6 D198P R3 KL/R value of D199P D4 KL/R value of D200P R6 KL/R value of D201P D7 KL/R value of D202P R9 D203P D7 KL/R value of D204P D9 D205P D10 D206P D10 KL/R value of D207P D10 KL/R value of D208P D13 KL/R value of D209P D13 KL/R value of D210P D14 D211P D14 D212P D15 D213P D15 D214P D16 KL/R value of D215P D16 KL/R value of D216P D18 D217P D18 D218P R9 KL/R value of D219P R3 D220P D2 D221P D3 D222P D5 D223P D6 D224P R6
553.728 553.728 553.728 553.728 553.728 80.157 46.788 60.663 37.316 68.210 99.737 52.631 17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 10.097 410.13 exceeds 10.097 410.13 exceeds 13.298 231.64 exceeds 13.298 231.64 exceeds 39.819 39.819 62.864 62.864 22.493 200.74 exceeds 22.493 200.74 exceeds 25.508 25.508 15.527 241.61 exceeds 46.788 60.663 37.316 68.210 99.737 52.631
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131 Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 410 for member Sect 410 for member Sect 232 for member Sect 232 for member Sect 151 Sect 151 Sect 120 Sect 120 Sect 201 for member Sect 201 for member Sect 189 Sect 189 Sect 242 for member Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.32 80.157 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631 5.73 17.484 "D198P" ?? 8.33 30.399 "D199P" ?? 5.85 16.741 "D200P" ?? 7.19 40.813 "D201P" ?? 2.22 102.119 8.73 27.718 "D203P" ?? 6.26 53.795 6.28 53.448 14.46 10.097 "D206P" ?? 14.46 10.097 "D207P" ?? 9.27 13.298 "D208P" ?? 9.27 13.298 "D209P" ?? 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 5.05 22.493 "D214P" ?? 5.05 22.493 "D215P" ?? 4.74 25.508 4.74 25.508 6.08 15.527 "D218P" ?? 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 388.329 288.244 388.329 388.329 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 338.286
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
180.553 180.553 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
180.553 388.329 288.244 388.329 388.329 180.553
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
35 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D225P R3 KL/R value of D226P D4 KL/R value of D227P R6 KL/R value of D228P D7 KL/R value of D229P R9 D230P D7 KL/R value of D231P D9 D232P D10 D233P R9 KL/R value of D234P H22 KL/R value of D235P H22 KL/R value of D236P H1 D237P H1 D238P H20 KL/R value of D239P H19 KL/R value of D240P D19 D241P D20 D242P D20 D243P D21 D244P D21 D245P D22 D246P D22 D247P D19 D248P D20 D249P D20 D250P D21 D251P D21 D252P D22 D253P D22 D254P H22 KL/R value of D255P D23 D256P D23 D257P D23 D258P D23 D259P H23 D260P H24 D261P H24 D262P H24 D263P H25 D264P H25 D265P H25
17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 10.175 264.80 exceeds 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885
L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net
Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 265 for member Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137
5.73 17.484 "D225P" ?? 8.33 30.399 "D226P" ?? 5.85 16.741 "D227P" ?? 7.19 40.813 "D228P" ?? 2.22 102.119 8.73 27.718 "D230P" ?? 6.26 53.795 6.28 53.448 6.08 15.527 "D233P" ?? 2.65 10.175 "D234P" ?? 2.65 10.175 "D235P" ?? 2.65 75.146 2.65 75.146 2.65 10.175 "D238P" ?? 2.65 13.267 "D239P" ?? 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.65 10.175 "D254P" ?? 3.04 61.908 1.90 118.958 1.90 118.958 3.04 61.908 1.38 48.923 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885
Helman O. Mozo
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
36 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122
1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
37 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D317P M8 KL/R value of D318P M7 D319P M6 D320P M5 KL/R value of D321P M4 D322P M3 D323P M2 D324P M19 D325P M1 D326P M19 D327P M20 D328P M21 D329P M22 D330P M25 D331P M24 D332P M26 D333P M27 D334P M28 D335P M1 D336P M10 D337P M13 D338P M14 D339P M15 D340P M16 D341P M20 D342P M20 D343P M20 D344P M21 D345P M21 D346P M21 D347P M22 D348P M22 D349P M24 D350P M24 D351P M24 D352P M25 D353P M25 D354P M26 D355P M26 D356P M27 D357P M27 D358P M27 D359P M27 D360P M28 D361P M28 D362P M28 D363P M27 D364P M27 D365P M27 D366P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D317P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D320P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Page
Job
38 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D367P M27 D368P M28 D369P M28 D370P M28 D371P M28 D372P H18 D373P R3 D374P D2 D375P D3 D376P D5 D377P D6 D378P R6 D379P R3 KL/R value of D380P D4 KL/R value of D381P R6 KL/R value of D382P D7 KL/R value of D383P R9 D384P D7 KL/R value of D385P D9 D386P D10 D387P D10 KL/R value of D388P D10 KL/R value of D389P D13 KL/R value of D390P D13 KL/R value of D391P D14 D392P D14 D393P D15 D394P D15 D395P D16 KL/R value of D396P D16 KL/R value of D397P D18 D398P D18 D399P R9 KL/R value of D400P R3 D401P D2 D402P D3 D403P D5 D404P D6 D405P R6
553.728 553.728 553.728 553.728 553.728 80.157 46.788 60.663 37.316 68.210 99.737 52.631 17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 10.097 410.13 exceeds 10.097 410.13 exceeds 13.298 231.64 exceeds 13.298 231.64 exceeds 39.819 39.819 62.864 62.864 22.493 200.74 exceeds 22.493 200.74 exceeds 25.508 25.508 15.527 241.61 exceeds 46.788 60.663 37.316 68.210 99.737 52.631
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131 Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 410 for member Sect 410 for member Sect 232 for member Sect 232 for member Sect 151 Sect 151 Sect 120 Sect 120 Sect 201 for member Sect 201 for member Sect 189 Sect 189 Sect 242 for member Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631 5.73 17.484 "D379P" ?? 8.33 30.399 "D380P" ?? 5.85 16.741 "D381P" ?? 7.19 40.813 "D382P" ?? 2.22 102.119 8.73 27.718 "D384P" ?? 6.26 53.795 6.28 53.448 14.46 10.097 "D387P" ?? 14.46 10.097 "D388P" ?? 9.27 13.298 "D389P" ?? 9.27 13.298 "D390P" ?? 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 5.05 22.493 "D395P" ?? 5.05 22.493 "D396P" ?? 4.74 25.508 4.74 25.508 6.08 15.527 "D399P" ?? 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 388.329 288.244 388.329 388.329 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 338.286
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
180.553 180.553 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
180.553 388.329 288.244 388.329 388.329 180.553
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
39 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D406P R3 KL/R value of D407P D4 KL/R value of D408P R6 KL/R value of D409P D7 KL/R value of D410P R9 D411P D7 KL/R value of D412P D9 D413P D10 D414P R9 KL/R value of D415P H22 KL/R value of D416P H22 KL/R value of D417P H1 D418P H1 D419P H20 KL/R value of D420P H19 KL/R value of D421P D19 D422P D20 D423P D20 D424P D21 D425P D21 D426P D22 D427P D22 D428P D19 D429P D20 D430P D20 D431P D21 D432P D21 D433P D22 D434P D22 D435P H22 KL/R value of D436P D23 D437P D23 D438P D23 D439P D23 D440P H23 D441P H24 D442P H24 D443P H24 D444P H25 D445P H25 D446P H25
17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 10.175 264.80 exceeds 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885
L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net
Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 265 for member Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137
5.73 17.484 "D406P" ?? 8.33 30.399 "D407P" ?? 5.85 16.741 "D408P" ?? 7.19 40.813 "D409P" ?? 2.22 102.119 8.73 27.718 "D411P" ?? 6.26 53.795 6.28 53.448 6.08 15.527 "D414P" ?? 2.65 10.175 "D415P" ?? 2.65 10.175 "D416P" ?? 2.65 75.146 2.65 75.146 2.65 10.175 "D419P" ?? 2.65 13.267 "D420P" ?? 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.65 10.175 "D435P" ?? 3.04 61.908 1.90 118.958 1.90 118.958 3.04 61.908 1.38 48.923 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885
Helman O. Mozo
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
40 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122
1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
41 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D498P M8 KL/R value of D499P M7 D500P M6 D501P M5 KL/R value of D502P M4 D503P M3 D504P M2 D505P M19 D506P M1 D507P M19 D508P M20 D509P M21 D510P M22 D511P M25 D512P M24 D513P M26 D514P M27 D515P M28 D516P M1 D517P M10 D518P M13 D519P M14 D520P M15 D521P M16 D522P M20 D523P M20 D524P M20 D525P M21 D526P M21 D527P M21 D528P M22 D529P M22 D530P M24 D531P M24 D532P M24 D533P M25 D534P M25 D535P M26 D536P M26 D537P M27 D538P M27 D539P M27 D540P M27 D541P M28 D542P M28 D543P M28 D544P M27 D545P M27 D546P M27 D547P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D498P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D501P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
Page
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42 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D548P M27 D549P M28 D550P M28 D551P M28 D552P M28 D553P H18 D554P R3 D555P D2 D556P D3 D557P D5 D558P D6 D559P R6 D560P R3 KL/R value of D561P D4 KL/R value of D562P R6 KL/R value of D563P D7 KL/R value of D564P R9 D565P D7 KL/R value of D566P D9 D567P D10 D568P D10 KL/R value of D569P D10 KL/R value of D570P D13 KL/R value of D571P D13 KL/R value of D572P D14 D573P D14 D574P D15 D575P D15 D576P D16 KL/R value of D577P D16 KL/R value of D578P D18 D579P D18 D580P R9 KL/R value of D581P R3 D582P D2 D583P D3 D584P D5 D585P D6 D586P R6
553.728 553.728 553.728 553.728 553.728 80.157 46.788 60.663 37.316 68.210 99.737 52.631 17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 10.097 410.13 exceeds 10.097 410.13 exceeds 13.298 231.64 exceeds 13.298 231.64 exceeds 39.819 39.819 62.864 62.864 22.493 200.74 exceeds 22.493 200.74 exceeds 25.508 25.508 15.527 241.61 exceeds 46.788 60.663 37.316 68.210 99.737 52.631
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net maximum of 200.00 L/r 180.553 Net L/r 388.329 Net L/r 288.244 Net L/r 388.329 Net L/r 388.329 Net L/r 180.553 Net
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131 Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 410 for member Sect 410 for member Sect 232 for member Sect 232 for member Sect 151 Sect 151 Sect 120 Sect 120 Sect 201 for member Sect 201 for member Sect 189 Sect 189 Sect 242 for member Sect 139 Sect 179 Sect 197 Sect 169 Sect 140 Sect 131
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631 5.73 17.484 "D560P" ?? 8.33 30.399 "D561P" ?? 5.85 16.741 "D562P" ?? 7.19 40.813 "D563P" ?? 2.22 102.119 8.73 27.718 "D565P" ?? 6.26 53.795 6.28 53.448 14.46 10.097 "D568P" ?? 14.46 10.097 "D569P" ?? 9.27 13.298 "D570P" ?? 9.27 13.298 "D571P" ?? 7.59 39.819 7.59 39.819 6.04 62.864 6.04 62.864 5.05 22.493 "D576P" ?? 5.05 22.493 "D577P" ?? 4.74 25.508 4.74 25.508 6.08 15.527 "D580P" ?? 3.50 46.788 9.53 60.663 5.92 37.316 8.47 68.210 5.65 99.737 3.30 52.631
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 388.329 288.244 388.329 388.329 180.553 180.553
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 338.286
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
180.553 180.553 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
180.553 388.329 288.244 388.329 388.329 180.553
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
43 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D587P R3 KL/R value of D588P D4 KL/R value of D589P R6 KL/R value of D590P D7 KL/R value of D591P R9 D592P D7 KL/R value of D593P D9 D594P D10 D595P R9 KL/R value of D596P H22 KL/R value of D597P H22 KL/R value of D598P H1 D599P H1 D600P H20 KL/R value of D601P H19 KL/R value of D602P D19 D603P D20 D604P D20 D605P D21 D606P D21 D607P D22 D608P D22 D609P D19 D610P D20 D611P D20 D612P D21 D613P D21 D614P D22 D615P D22 D616P H22 KL/R value of D617P D23 D618P D23 D619P D23 D620P D23 D621P H23 D622P H24 D623P H24 D624P H24 D625P H25 D626P H25 D627P H25
17.484 227.69 exceeds 30.399 236.36 exceeds 16.741 232.69 exceeds 40.813 203.99 exceeds 102.119 27.718 247.53 exceeds 53.795 53.448 15.527 241.61 exceeds 10.175 264.80 exceeds 10.175 264.80 exceeds 75.146 75.146 10.175 264.80 exceeds 13.267 266.83 exceeds 31.646 31.763 31.763 31.763 31.763 31.763 31.763 31.646 31.763 31.763 31.763 31.763 31.763 31.763 10.175 264.80 exceeds 61.908 118.958 118.958 61.908 48.923 25.885 25.885 25.885 25.885 25.885 25.885
L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net maximum of 200.00 L/r 338.286 Net maximum of 200.00 L/r 180.553 Net L/r 338.286 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 180.553 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 142.120 Net maximum of 200.00 L/r 338.286 Net L/r 338.286 Net L/r 142.120 Net maximum of 200.00 L/r 188.159 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 142.120 Net maximum of 200.00 L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 188.159 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net L/r 96.081 Net
Sect 228 for member Sect 236 for member Sect 233 for member Sect 204 for member Sect 88 Sect 248 for member Sect 178 Sect 178 Sect 242 for member Sect 265 for member Sect 265 for member Sect 150 Sect 150 Sect 265 for member Sect 267 for member Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 169 Sect 265 for member Sect 121 Sect 76 Sect 76 Sect 121 Sect 139 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137 Sect 137
5.73 17.484 "D587P" ?? 8.33 30.399 "D588P" ?? 5.85 16.741 "D589P" ?? 7.19 40.813 "D590P" ?? 2.22 102.119 8.73 27.718 "D592P" ?? 6.26 53.795 6.28 53.448 6.08 15.527 "D595P" ?? 2.65 10.175 "D596P" ?? 2.65 10.175 "D597P" ?? 2.65 75.146 2.65 75.146 2.65 10.175 "D600P" ?? 2.65 13.267 "D601P" ?? 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.13 31.646 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 4.25 31.763 2.65 10.175 "D616P" ?? 3.04 61.908 1.90 118.958 1.90 118.958 3.04 61.908 1.38 48.923 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885 1.38 25.885
Helman O. Mozo
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
180.553
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
338.286
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000
0.000 0.000
180.553 338.286
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
Automatic Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 180.553
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
142.120
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 0.000 0.000
338.286 338.286 142.120
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000
0.000
188.159
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 142.120
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 188.159 96.081 96.081 96.081 96.081 96.081 96.081
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
Page
Job
44 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r L/r
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net Net
Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect Sect
79 79 79 79 99 99 99 137 69 81 72 64 64 72 81 69 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 69 69 69 69 69 69 69 69 36 43 42 52 68 85 117 104 122
1.98 1.98 1.98 1.98 1.98 1.98 1.98 1.38 0.70 1.61 1.44 1.29 1.29 1.44 1.61 0.70 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.72 2.04 2.01 2.46 3.26 4.05 5.58 4.95 5.81
114.711 114.711 114.711 114.711 69.456 69.456 69.456 25.885 67.668 88.359 97.206 104.952 104.952 97.206 88.359 67.668 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 79.402 67.668 67.668 67.668 67.668 67.668 67.668 67.668 67.668 1383.184 1337.340 1342.648 1269.329 1119.956 954.789 636.100 763.137 592.474
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
180.553 180.553 180.553 180.553 142.120 142.120 142.120 96.081 96.081 142.120 142.120 142.120 142.120 142.120 142.120 96.081 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 142.120 96.081 96.081 96.081 96.081 96.081 96.081 96.081 96.081 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D679P M8 KL/R value of D680P M7 D681P M6 D682P M5 KL/R value of D683P M4 D684P M3 D685P M2 D686P M19 D687P M1 D688P M19 D689P M20 D690P M21 D691P M22 D692P M25 D693P M24 D694P M26 D695P M27 D696P M28 D697P M1 D698P M10 D699P M13 D700P M14 D701P M15 D702P M16 D703P M20 D704P M20 D705P M20 D706P M21 D707P M21 D708P M21 D709P M22 D710P M22 D711P M24 D712P M24 D713P M24 D714P M25 D715P M25 D716P M26 D717P M26 D718P M27 D719P M27 D720P M27 D721P M27 D722P M28 D723P M28 D724P M28 D725P M27 D726P M27 D727P M27 D728P M27
290.592 173.65 exceeds 748.529 741.254 347.395 158.82 exceeds 667.766 801.020 1228.477 1390.363 1495.553 1389.726 1390.363 1390.363 1390.363 1726.759 1726.759 504.867 553.728 553.728 1482.136 391.125 1094.017 1219.611 1327.062 1381.159 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1390.363 1726.759 1726.759 1726.759 1726.759 1726.759 504.867 504.867 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728 553.728
L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net maximum of 150.00 L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1745.479 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 1901.610 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net
Sect 174 8.29 290.592 for member "D679P" ?? Sect 105 5.02 748.529 Sect 106 5.06 741.254 Sect 159 7.58 347.395 for member "D682P" ?? Sect 113 5.42 667.766 Sect 100 4.77 801.020 Sect 56 8.63 1228.477 Sect 35 1.66 1390.363 Sect 7 1.06 1495.553 Sect 35 1.67 1389.726 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 14 2.12 1482.136 Sect 150 7.15 391.125 Sect 71 3.38 1094.017 Sect 57 2.74 1219.611 Sect 44 2.11 1327.062 Sect 36 1.73 1381.159 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 35 1.66 1390.363 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 36 1.42 1726.759 Sect 43 1.01 504.867 Sect 43 1.01 504.867 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728 Sect 23 0.55 553.728
Helman O. Mozo
0.000
0.000 1745.479
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000
0.000 1745.479 0.000 1745.479 0.000 1745.479
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
Automatic Automatic Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 576.488 576.488 576.488 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1745.479 1901.610 1901.610 1901.610 1901.610 1901.610 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488 576.488
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D729P M27 D730P M28 D731P M28 D732P M28 D733P M28 D734P H18 D735P H18 D736P H18 D737P H18 D738P R3 D739P R3 D740P R3 D741P R3 D742P R3 D743P R3 D744P R3 D745P R3 D746P R3 D747P R3 D748P R3 D749P R3 D750P H6 KL/R value of D751P H6 KL/R value of D752P H6 KL/R value of D753P H6 KL/R value of D754P H6 KL/R value of D755P H6 KL/R value of D756P H6 KL/R value of D757P F1 D758P F1 D759P F1 D760P F1 D761P F1 D762P F1 D763P F1 D764P H6 KL/R value of D765P H6 KL/R value of D766P H6 KL/R value of D767P H6 KL/R value of D768P H6 KL/R value of
553.728 553.728 553.728 553.728 553.728 80.157 80.157 80.157 80.157 23.394 26.316 58.148 23.394 26.316 58.148 23.394 26.316 58.148 23.394 26.316 58.148 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 10.839 365.39 exceeds 0.455 0.455 0.455 0.455 0.455 0.455 0.455 18.420 280.28 exceeds 18.420 280.28 exceeds 18.420 280.28 exceeds 18.420 280.28 exceeds 18.420 280.28 exceeds
L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 576.488 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 180.553 Net L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 72.061 Net L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00 L/r 288.244 Net maximum of 200.00
Sect 23 Sect 23 Sect 23 Sect 23 Sect 23 Sect 105 Sect 105 Sect 105 Sect 105 Sect 197 Sect 186 Sect 125 Sect 197 Sect 186 Sect 125 Sect 197 Sect 186 Sect 125 Sect 197 Sect 186 Sect 125 Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 365 for member Sect 892 Sect 892 Sect 892 Sect 892 Sect 892 Sect 892 Sect 892 Sect 280 for member Sect 280 for member Sect 280 for member Sect 280 for member Sect 280 for member
0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 0.55 553.728 1.33 80.157 1.32 80.157 1.32 80.157 1.33 80.157 4.95 23.394 4.67 26.316 3.14 58.148 4.95 23.394 4.67 26.316 3.14 58.148 4.95 23.394 4.67 26.316 3.14 58.148 4.95 23.394 4.67 26.316 3.14 58.148 5.49 10.839 "D750P" ?? 5.49 10.839 "D751P" ?? 5.49 10.839 "D752P" ?? 5.49 10.839 "D753P" ?? 5.49 10.839 "D754P" ?? 5.49 10.839 "D755P" ?? 5.49 10.839 "D756P" ?? 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 6.70 0.455 4.21 18.420 "D764P" ?? 4.21 18.420 "D765P" ?? 4.21 18.420 "D766P" ?? 4.21 18.420 "D767P" ?? 4.21 18.420 "D768P" ??
Helman O. Mozo
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
576.488 576.488 576.488 576.488 576.488 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 180.553 288.244
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
72.061 72.061 72.061 72.061 72.061 72.061 72.061 288.244
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
Page
Job
47 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D769P KL/R value D770P KL/R value D813P D814P D815P D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
H6 18.420 L/r 288.244 Net of 280.28 exceeds maximum of 200.00 H6 18.420 L/r 288.244 Net of 280.28 exceeds maximum of 200.00 F1 12.717 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.441 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.127 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.192 L/r 72.061 Net F1 0.339 L/r 72.061 Net F1 0.339 L/r 72.061 Net F1 0.339 L/r 72.061 Net F1 0.339 L/r 72.061 Net
Section Joint Information: Section Label
Joint Joint Label Elevation (m) ---------------------------33 D90Z141P 140.870 33 D91Z141P 140.870 33 D107Z140P 139.761 33 D108Z140P 140.316 33 D130Z140P 139.761 33 D188Z141P 140.870 33 D197Z140P 140.316 33 D205Z140P 139.761 33 D263Z141P 140.870 33 D272Z140P 140.316 33 D280Z140P 139.761 33 D305Z140P 140.316 32 D105Z139P 138.652 32 D106Z139P 139.207 32 D107Z140P 139.761 32 D129Z139P 138.652 32 D130Z140P 139.761
Sect 280 for member Sect 280 for member Sect 169 Sect 1687 Sect 1687 Sect 1687 Sect 1372 Sect 1372 Sect 1372 Sect 1372 Sect 906 Sect 906 Sect 906 Sect 906 Sect 1687 Sect 1687 Sect 1687 Sect 1687 Sect 1372 Sect 1372 Sect 1372 Sect 1372 Sect 1033 Sect 1033 Sect 1033 Sect 1033
4.21 18.420 "D769P" ?? 4.21 18.420 "D770P" ?? 12.68 12.717 12.68 0.127 12.68 0.127 12.68 0.127 10.32 0.192 10.32 0.192 10.32 0.192 10.32 0.192 6.81 0.441 6.81 0.441 6.81 0.441 6.81 0.441 12.68 0.127 12.68 0.127 12.68 0.127 12.68 0.127 10.32 0.192 10.32 0.192 10.32 0.192 10.32 0.192 7.77 0.339 7.77 0.339 7.77 0.339 7.77 0.339
Helman O. Mozo
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000
0.000
288.244
0.000
0.000
0.000
0.000
0.000
Automatic
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061 72.061
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic Automatic
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
32 32 32 32 32 32 32 31 31 31 31 31 31 31 31 31 31 31 31 30 30 30 30 30 30 30 30 30 30 30 30 29 29 29 29 29 29 29 29 29 29 29 29 28 28 28 28 28 28 28 28 28
D196Z139P D204Z139P D205Z140P D271Z139P D279Z139P D280Z140P D304Z139P D103Z138P D104Z138P D105Z139P D128Z138P D129Z139P D195Z138P D203Z138P D204Z139P D270Z138P D278Z138P D279Z139P D303Z138P D101Z136P D102Z137P D103Z138P D127Z136P D128Z138P D194Z137P D202Z136P D203Z138P D269Z137P D277Z136P D278Z138P D302Z137P D99Z135P D100Z136P D101Z136P D126Z135P D127Z136P D193Z136P D201Z135P D202Z136P D268Z136P D276Z135P D277Z136P D301Z136P D97Z134P D98Z135P D99Z135P D125Z134P D126Z135P D192Z135P D200Z134P D201Z135P D267Z135P
139.207 138.652 139.761 139.207 138.652 139.761 139.207 137.543 138.098 138.652 137.543 138.652 138.098 137.543 138.652 138.098 137.543 138.652 138.098 136.434 136.989 137.543 136.434 137.543 136.989 136.434 137.543 136.989 136.434 137.543 136.989 135.326 135.880 136.434 135.326 136.434 135.880 135.326 136.434 135.880 135.326 136.434 135.880 134.217 134.771 135.326 134.217 135.326 134.771 134.217 135.326 134.771
17:07:07 03/17/10 Designed by
Helman O. Mozo
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49 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
28 28 28 27 27 27 27 27 27 27 27 27 27 27 27 26 26 26 26 26 26 26 26 26 26 26 26 25 25 25 25 25 25 25 25 25 25 25 25 24 24 24 24 24 24 24 24 24 24 24 24 24
D275Z134P D276Z135P D300Z135P D95Z133P D96Z134P D97Z134P D124Z133P D125Z134P D191Z134P D199Z133P D200Z134P D266Z134P D274Z133P D275Z134P D299Z134P D93Z132P D94Z133P D95Z133P D123Z132P D124Z133P D190Z133P D198Z132P D199Z133P D265Z133P D273Z132P D274Z133P D298Z133P D84Z131P D85Z131P D92Z131P D93Z132P D123Z132P D185Z131P D189Z131P D198Z132P D260Z131P D264Z131P D273Z132P D297Z131P D83Z128P D82Z128P D86Z129P D87Z130P D85Z131P D84Z131P D88Z130P D89Z129P D184Z128P D186Z129P D185Z131P D187Z130P D259Z128P
134.217 135.326 134.771 133.108 133.662 134.217 133.108 134.217 133.662 133.108 134.217 133.662 133.108 134.217 133.662 131.999 132.553 133.108 131.999 133.108 132.553 131.999 133.108 132.553 131.999 133.108 132.553 130.890 130.890 131.444 131.999 131.999 130.890 131.444 131.999 130.890 131.444 131.999 131.444 127.910 127.910 128.903 129.897 130.890 130.890 129.897 128.903 127.910 128.903 130.890 129.897 127.910
17:07:07 03/17/10 Designed by
Helman O. Mozo
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50 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
24 24 24 23 23 23 23 23 23 23 23 22 22 22 22 22 22 22 22 21 21 21 21 21 21 21 21 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 18 18 18 18 18 18 18 18 17
D261Z129P D260Z131P D262Z130P D80Z126P D81Z126P D82Z128P D183Z126P D184Z128P D258Z126P D259Z128P D83Z128P D78Z125P D79Z125P D80Z126P D81Z126P D182Z125P D183Z126P D257Z125P D258Z126P D76Z124P D77Z124P D79Z125P D181Z124P D182Z125P D256Z124P D257Z125P D78Z125P D74Z122P D75Z122P D76Z124P D77Z124P D180Z122P D181Z124P D255Z122P D256Z124P D72Z121P D73Z121P D75Z122P D179Z121P D180Z122P D254Z121P D255Z122P D74Z122P D70Z119P D71Z119P D72Z121P D73Z121P D178Z119P D179Z121P D253Z119P D254Z121P D67Z118P
128.903 130.890 129.897 126.489 126.489 127.910 126.489 127.910 126.489 127.910 127.910 125.069 125.069 126.489 126.489 125.069 126.489 125.069 126.489 123.648 123.648 125.069 123.648 125.069 123.648 125.069 125.069 122.227 122.227 123.648 123.648 122.227 123.648 122.227 123.648 120.806 120.806 122.227 120.806 122.227 120.806 122.227 122.227 119.386 119.386 120.806 120.806 119.386 120.806 119.386 120.806 117.965
17:07:07 03/17/10 Designed by
Helman O. Mozo
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51 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17 17 17 17 17 17 17 16 16 16 16 16 16 16 16 16 16 16 16 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 13 13 13 13
D68Z118P D71Z119P D177Z118P D178Z119P D252Z118P D253Z119P D70Z119P D58Z115P D66Z117P D67Z118P D68Z118P D69Z117P D65Z115P D175Z115P D176Z117P D177Z118P D250Z115P D251Z117P D252Z118P D40Z113P D41Z113P D57Z112P D58Z115P D64Z112P D65Z115P D163Z113P D171Z112P D175Z115P D238Z113P D246Z112P D250Z115P D42Z110P D43Z110P D56Z108P D57Z112P D63Z108P D64Z112P D164Z110P D171Z112P D174Z108P D239Z110P D246Z112P D249Z108P D44Z107P D45Z107P D55Z105P D56Z108P D62Z105P D63Z108P D165Z107P D170Z105P D174Z108P
117.965 119.386 117.965 119.386 117.965 119.386 119.386 114.920 116.950 117.965 117.965 116.950 114.920 114.920 116.950 117.965 114.920 116.950 117.965 113.260 113.260 111.600 114.920 111.600 114.920 113.260 111.600 114.920 113.260 111.600 114.920 109.940 109.940 108.280 111.600 108.280 111.600 109.940 111.600 108.280 109.940 111.600 108.280 106.620 106.620 104.960 108.280 104.960 108.280 106.620 104.960 108.280
17:07:07 03/17/10 Designed by
Helman O. Mozo
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52 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 9 9
D240Z107P D245Z105P D249Z108P D46Z103P D47Z103P D54Z102P D55Z105P D61Z102P D62Z105P D166Z103P D170Z105P D173Z102P D241Z103P D245Z105P D248Z102P D48Z100P D49Z100P D53Z98P D54Z102P D60Z98P D61Z102P D167Z100P D169Z98P D173Z102P D242Z100P D244Z98P D248Z102P D0Z93P D1Z93P D50Z97P D51Z97P D52Z95P D53Z98P D59Z95P D60Z98P D137Z93P D138Z93P D168Z97P D169Z98P D172Z95P D212Z93P D213Z93P D243Z97P D244Z98P D247Z95P D287Z93P D27Z93P D26Z90P D1Z93P D27Z93P D25Z90P D131Z92P
106.620 104.960 108.280 103.300 103.300 101.640 104.960 101.640 104.960 103.300 104.960 101.640 103.300 104.960 101.640 99.980 99.980 98.320 101.640 98.320 101.640 99.980 98.320 101.640 99.980 98.320 101.640 93.335 93.335 96.660 96.660 95.000 98.320 95.000 98.320 93.335 93.335 96.660 98.320 95.000 93.335 93.335 96.660 98.320 95.000 93.335 93.335 89.595 93.335 93.335 89.595 91.627
17:07:07 03/17/10 Designed by
Helman O. Mozo
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53 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
9 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5
D138Z93P D150Z90P D206Z92P D213Z93P D225Z90P D281Z92P D109Z92P D23Z86P D25Z90P D24Z86P D26Z90P D132Z88P D150Z90P D149Z86P D207Z88P D225Z90P D224Z86P D282Z88P D111Z88P D21Z81P D23Z86P D22Z81P D24Z86P D133Z84P D148Z81P D149Z86P D208Z84P D223Z81P D224Z86P D283Z84P D113Z84P D20Z75P D21Z81P D19Z75P D22Z81P D134Z79P D148Z81P D147Z75P D209Z79P D223Z81P D222Z75P D284Z79P D115Z79P D17Z68P D19Z75P D16Z68P D20Z75P D135Z72P D147Z75P D145Z68P D210Z72P D222Z75P
93.335 89.595 91.627 93.335 89.595 91.627 91.627 85.875 89.595 85.875 89.595 87.872 89.595 85.875 87.872 89.595 85.875 87.872 87.872 81.325 85.875 81.325 85.875 83.776 81.325 85.875 83.776 81.325 85.875 83.776 83.776 75.355 81.325 75.355 81.325 78.597 81.325 75.355 78.597 81.325 75.355 78.597 78.597 67.955 75.355 67.955 75.355 71.986 75.355 67.955 71.986 75.355
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2
D220Z68P D285Z72P D117Z72P D15Z55P D16Z68P D17Z68P D18Z55P D136Z62P D145Z68P D146Z55P D211Z62P D220Z68P D221Z55P D286Z62P D119Z62P D12Z45P D13Z45P D11Z36P D14Z50P D15Z55P D28Z50P D37Z45P D38Z45P D36Z36P D18Z55P D39Z50P D143Z45P D144Z50P D160Z45P D161Z45P D159Z36P D146Z55P D162Z50P D218Z45P D219Z50P D235Z45P D236Z45P D234Z36P D221Z55P D237Z50P D292Z45P D293Z50P D296Z45P D5Z19P D6Z26P D7Z31P D8Z26P D10Z31P D11Z36P D31Z19P D32Z26P D33Z26P
67.955 71.986 71.986 55.285 67.955 67.955 55.285 62.400 67.955 55.285 62.400 67.955 55.285 62.400 62.400 44.575 44.575 36.320 50.355 55.285 50.355 44.575 44.575 36.320 55.285 50.355 44.575 50.355 44.575 44.575 36.320 55.285 50.355 44.575 50.355 44.575 44.575 36.320 55.285 50.355 44.575 50.355 44.575 18.735 26.285 31.320 26.285 31.320 36.320 18.735 26.285 26.285
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
D35Z31P D36Z36P D141Z26P D142Z31P D154Z19P D155Z26P D156Z26P D158Z31P D159Z36P D216Z26P D217Z31P D229Z19P D230Z26P D231Z26P D233Z31P D234Z36P D290Z26P D291Z31P D295Z26P D2Z0P D3Z9P D4Z13P D9Z13P D5Z19P D29Z0P D30Z9P D34Z13P D31Z19P D121Z9P D122Z9P D139Z9P D140Z13P D151Z9P D152Z9P D153Z0P D157Z13P D154Z19P D214Z9P D215Z13P D226Z9P D227Z9P D228Z0P D232Z13P D229Z19P D288Z9P D289Z13P D294Z9P
31.320 36.320 26.285 31.320 18.735 26.285 26.285 31.320 36.320 26.285 31.320 18.735 26.285 26.285 31.320 36.320 26.285 31.320 26.285 0.000 8.590 13.340 13.340 18.735 0.000 8.590 13.340 18.735 8.590 8.590 8.590 13.340 8.590 8.590 0.000 13.340 18.735 8.590 13.340 8.590 8.590 0.000 13.340 18.735 8.590 13.340 8.590
EIA Sections Information: Section Label
Top Z
Bottom Joint Member Top Bottom Z Count Count Width Width
17:07:07 03/17/10
Gross Face Af Face Ar Area Adjust Adjust
Dead Load
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
(m) (m) (m) (m) (m^2) Factor Factor Factor -------------------------------------------------------------------------------33 140.870 139.761 12 24 0.70 0.70 0.78 1.0000 1.0000 1.210 32 139.761 138.652 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 31 138.652 137.543 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 30 137.543 136.434 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 29 136.434 135.326 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 28 135.326 134.217 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 27 134.217 133.108 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 26 133.108 131.999 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 25 131.999 130.890 12 20 0.70 0.70 0.78 1.0000 1.0000 1.210 24 130.890 127.910 16 40 0.70 1.38 3.10 1.0000 1.0000 1.210 23 127.910 126.489 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 22 126.489 125.069 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 21 125.069 123.648 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 20 123.648 122.227 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 19 122.227 120.806 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 18 120.806 119.386 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 17 119.386 117.965 8 12 1.38 1.38 1.96 1.0000 1.0000 1.210 16 117.965 114.920 12 28 1.38 2.65 6.14 1.0000 1.0000 1.210 15 114.920 111.600 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 14 111.600 108.280 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 13 108.280 104.960 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 12 104.960 101.640 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 11 101.640 98.320 12 20 2.65 2.65 8.80 1.0000 1.0000 1.210 10 98.320 93.335 20 40 2.65 2.65 13.21 1.0000 1.0000 1.210 9 93.335 89.595 12 16 2.65 3.15 10.85 1.0000 1.0000 1.210 8 89.595 85.875 12 16 3.15 3.65 12.66 1.0000 1.0000 1.210 7 85.875 81.325 12 16 3.65 4.26 18.01 1.0000 1.0000 1.210 6 81.325 75.355 12 16 4.26 5.07 27.86 1.0000 1.0000 1.210 5 75.355 67.955 12 16 5.07 6.06 41.18 1.0000 1.0000 1.210 4 67.955 55.285 12 24 6.06 7.77 87.61 1.0000 1.0000 1.210 3 55.285 36.320 28 72 7.77 10.32 171.47 1.0000 1.0000 1.210 2 36.320 18.735 28 72 10.32 12.68 202.20 1.0000 1.0000 1.210 1 18.735 0.000 28 64 12.68 15.20 261.17 1.0000 1.0000 1.210 Equipment Library: Equipment Stock Weight Wind Ice Shape or Drag Diameter Height Property Label Number Area Area EIA Antenna Type Coef. (N) (m^2) (m^2) (m) (m) ----------------------------------------------------------------------------------------------------------------ANT. MICROONDAS D1.2 1248.0 1.13 0.00 EIA Microwave Shroud 1.00 1.20 1.20 ANT. MICROONDAS D1.8 1961.4 2.54 0.00 EIA Microwave 1.00 1.80 1.80 ANT. MICROONDAS D2.4 2451.8 4.52 0.00 EIA Microwave Shroud 1.00 2.40 2.40 ANT. MICROONDAS D3.0 4000.0 7.07 0.00 EIA Microwave Shroud 1.00 3.00 3.00 ANTENA THOMSON 1320.0 1.20 0.00 Square 1.00 0.98 1.20 ANTENA PANEL UHF BANDA ANCHA (4) 1032.0 1.80 0.00 Square 1.00 0.45 4.00 ANTENA VHF BIII 2DIP 1450X1450 (3) 1140.0 1.96 0.00 Square 1.00 0.45 4.35 ANT VHF BIII 2DIP 1250X1550 (1) 380.0 1.94 0.00 Square 1.40 1.25 1.55 ANT VHF BIII 2DIP 1740X2500 (1) 380.0 4.35 0.00 Square 1.00 1.74 2.50 ANT ONNY TECHNOLOGY 350.0 1.20 0.00 Square 1.00 1.00 1.20
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Equipment Connectivity: Equipment Label
Attach Label
Equipment EIA Antenna Property Orientation Set Angle (deg) ------------------------------------------------------------------------1 MW D2.44 1 D227Z9P ANT. MICROONDAS D2.4 0.00 2 MW D1.2 1 D9Z13P ANT. MICROONDAS D1.2 0.00 3 MW D1.2 2 D232Z13P ANT. MICROONDAS D1.2 0.00 4 MW D2.44 2 D5Z19P ANT. MICROONDAS D2.4 0.00 5 MW D1.8 1 D229Z19P ANT. MICROONDAS D1.8 0.00 6 MW D2.44 3 D8Z26P ANT. MICROONDAS D2.4 0.00 7 MW D1.8 2 D231Z26P ANT. MICROONDAS D1.8 0.00 8 MW D3.0 1 D10Z31P ANT. MICROONDAS D3.0 0.00 9 MW D2.44 4 D233Z31P ANT. MICROONDAS D2.4 0.00 10 TECNOLOGY D11Z36P ANT ONNY TECHNOLOGY 0.00 11 ANT VHF 1 D152Z9P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 12 ANT VHF 2 D117Z72P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 13 ANT VHF 3 D20Z75P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 14 ANT VHF 4 D18Z55P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 15 ANT VHF 5 D136Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 16 ANT VHF 6 D16Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 17 ANT VHF 7 D119Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 18 ANT VHF 8 D17Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 19 ANT VHF 9 D286Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 20 ANT VHF 10 D220Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 21 ANT VHF 11 D211Z62P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 22 ANT VHF 12 D145Z68P ANT VHF BIII 2DIP 1740X2500 (1) 0.00 23 ANT VHF 13 D208Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 24 ANT VHF 14 D207Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 25 ANT VHF 15 D283Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 26 ANT VHF 16 D282Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 27 ANT VHF 17 D113Z84P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 28 ANT VHF 18 D111Z88P ANT VHF BIII 2DIP 1250X1550 (1) 0.00 29 ANT THOMSON1 D170Z105P ANTENA THOMSON 0.00 30 ANT THOMSON2 D245Z105P ANTENA THOMSON 0.00 31 ANT THOMSON3 D62Z105P ANTENA THOMSON 0.00 32 ANT THOMSON4 D55Z105P ANTENA THOMSON 0.00 33 ANT VHF 19 D73Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 34 ANT VHF 20 D79Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 35 ANT VHF 21 D179Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 36 ANT VHF 22 D182Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 37 ANT VHF 23 D254Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 38 ANT VHF 24 D257Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 39 ANT VHF 25 D72Z121P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 40 ANT VHF 26 D78Z125P ANTENA VHF BIII 2DIP 1450X1450 (3) 0.00 41 ANT UHF 1 D125Z134P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 42 ANT UHF 2 D129Z139P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 43 ANT UHF 3 D200Z134P ANTENA PANEL UHF BANDA ANCHA (4) 0.00 44 ANT UHF 4 D204Z139P ANTENA PANEL UHF BANDA ANCHA (4) 0.00
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
45 46 47 48
ANT ANT ANT ANT
UHF UHF UHF UHF
5 D275Z134P 6 D279Z139P 7 D97Z134P 8 D105Z139P
ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL
UHF UHF UHF UHF
BANDA BANDA BANDA BANDA
17:07:07 03/17/10
ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4)
0.00 0.00 0.00 0.00
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Loads Data
Structure Height Summary (used for calculating wind/ice adjust with height): Structure height above ground 140.87 (m) Elevation of structure bottom for wind height adjustment: 0.00 (m) Structure height for structure gust response factor: 140.87 (m) Structure gust response factor, Gh: 0.8622 Mean wind conversion factor, m: 0.6000 Wind direction probability factor, Kd, for structures: 0.85, for appurtenances: 0.85 Structure fundamental frequency, f1: 0.2149 (Hz) Guy installation temperature: 15.56 (deg C) Tower Type: Rectangular Latticed ANSI/TIA 222-G Load Options: Structure Class 3 Exposure Category C Open terrain Topographic Category 4 (Kzt calculated based on crest height, H, of 10.00 (m)) Spectral Response SDS 0.550 Spectral Response SD1 0.480 EIA Rev. G Load Cases: Load Case Dead Load Wind Load Strength Description Factor Factor Factor
17:07:07 03/17/10
Load Case Type
Basic Wind Mean Wind Mean Wind Ice Ice Temperature Point Joint Wind Dir. Start Stop Thick. Density Loads Displ. Speed Elevation Elevation (m/s)(Deg) (m) (m) (cm) (N/m^3) (deg C) -----------------------------------------------------------------------------------------------------------------------------------------COMBO 1-1 1.2000 1.6000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-2 1.2000 1.6000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-3 1.2000 1.6000 1.0000 Regular 33.330 -45 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-4 1.2000 1.6000 1.0000 Regular 33.330 90 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-5 1.2000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 1-6 1.2000 1.6000 1.0000 Regular 33.330 180 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-1 1.2000 1.6000 1.0000 Regular 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-2 0.9000 1.6000 1.0000 Regular 33.330 45 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-3 0.9000 1.6000 1.0000 Regular 33.330 -45 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-4 0.9000 1.6000 1.0000 Regular 33.330 90 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-5 0.9000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 2-6 0.9000 1.6000 1.0000 Regular 33.330 -90 0.00 0.00 0.0000 0.0000 15.6 COMBO 3-1 1.2000 1.0000 1.0000 Earthquake 33.330 0 0.00 0.00 0.0000 0.0000 15.6 COMBO 4-1 0.9000 1.0000 1.0000 Earthquake 33.330 0 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-1 1.0000 1.0000 1.0000 Service 26.820 0 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-2 1.0000 1.0000 1.0000 Service 26.820 45 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-3 1.0000 1.0000 1.0000 Service 26.820 -45 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-4 1.0000 1.0000 1.0000 Service 26.820 90 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-5 1.0000 1.0000 1.0000 Service 26.820 -90 0.00 0.00 0.0000 0.0000 15.6 SERVICIO 1-6 1.0000 1.0000 1.0000 Service 26.820 180 0.00 0.00 0.0000 0.0000 15.6
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
VIENTO1 VIENTO2 VIENTO3 VIENTO4 VIENTO5
1.0000 1.0000 1.0000 1.0000 1.0000
1.0000 1.0000 1.0000 1.0000 1.0000
1.0000 1.0000 1.0000 1.0000 1.0000
17:07:07 03/17/10
Regular Regular Regular Regular Regular
33.330 33.330 33.330 33.330 33.330
0 45 -45 -90 180
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.0000 0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000
Helman O. Mozo
15.6 15.6 15.6 15.6 15.6
Equipment Load Case Information for "COMBO 1-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 0.00 1.26170 7291.82 7291.82 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 0.00 1.26170 6511.95 6511.95 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 0.00 1.55080 4497.86 4497.86 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 0.00 1.26170 6604.90 6604.90 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 0.00 1.55080 4562.06 4562.06 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 0.00 1.26170 10563.47 10563.47 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 0.00 1.26170 6753.45 6753.45 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 0.00 1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 0.00 5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 0.00 6058.17 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 0.00 6116.72 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 0.00 5732.59 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 0.00 3905.17 0.00 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 0.00 3944.60 0.00 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 0.00 1809.26 0.00 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 0.00 3066.21 0.00 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 0.00 3043.91 0.00 1368.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA
(3) (4) (4) (4) (4) (4) (4) (4) (4)
125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
EIA Section Load Case Information for "COMBO 1-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 0.00 0 15910 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 47884 0.00 0 51933 79824 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 49347 0.00 2.00 0.00 1.20 0.00 0 49347 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 52898 0.00 2.00 0.00 1.20 0.00 0 52898 78794
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Load Case Information for "COMBO 1-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6479.24 -1693.35 563.14 6479.24 1693.35 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5786.28 -1512.25 502.91 5786.28 1512.25 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4724.52 -141.54 320.02 4724.52 141.54 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5868.87 -1533.83 510.09 5868.87 1533.83 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4791.96 -143.56 324.59 4791.96 143.56 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 315.00 1.12110 -0.29300 0.04060 9386.31 -2453.12 1019.76 9386.31 2453.12 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6000.87 -1568.33 521.56 6000.87 1568.33 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 315.00 1029.55 1029.55 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 315.00 3932.92 3932.92 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 315.00 4283.78 4283.78 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 315.00 4325.18 4325.18 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 315.00 4053.55 4053.55 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 315.00 2761.37 2761.37 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 315.00 2789.25 2789.25 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 315.00 1279.34 1279.34 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 315.00 2152.37 2152.37 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 315.00 2168.14 2168.14 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 315.00 2020.96 2020.96 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 315.00 2034.84 2034.84 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
45 46 47 48
ANT ANT ANT ANT
UHF UHF UHF UHF
5 6 7 8
ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL
UHF UHF UHF UHF
BANDA BANDA BANDA BANDA
ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4)
134.22 138.65 134.22 138.65
1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00
Helman O. Mozo
2020.96 2034.84 2020.96 2034.84
2020.96 2034.84 2020.96 2034.84
1238.40 1238.40 1238.40 1238.40
EIA Section Load Case Information for "COMBO 1-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 8492 0.00 2.00 0.00 1.20 0.00 0 8492 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8911 0.00 2.00 0.00 1.20 0.00 0 8911 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8856 0.00 2.00 0.00 1.20 0.00 0 8856 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9241 0.00 2.00 0.00 1.20 0.00 0 9241 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9180 0.00 2.00 0.00 1.20 0.00 0 9180 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8680 0.00 2.00 0.00 1.20 0.00 0 8680 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 13349 0.00 2.00 0.00 1.20 0.00 0 13349 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 9045 0.00 2.00 0.00 1.20 0.00 0 9045 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 9284 0.00 2.00 0.00 1.20 0.00 0 9284 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 11335 0.00 2.00 0.00 1.20 0.00 0 11335 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 14675 0.00 2.00 0.00 1.20 0.00 0 14675 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 16839 0.00 2.00 0.00 1.20 0.00 0 16839 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 32912 0.00 2.00 0.00 1.20 0.00 0 32912 47884 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 54497 0.00 2.00 0.00 1.20 0.00 0 54497 79824 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 51458 0.00 2.00 0.00 1.20 0.00 0 51458 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 54603 0.00 2.00 0.00 1.20 0.00 0 54603 78794 Equipment Load Case Information for "COMBO 1-3": Equipment Label
Equipment Elevation Property Above
qzGh
Ice Thick.
Total Wind Wind Incidence
222-G CA
222-G CS
222-G CM
Antenna Axial
Antenna Side
Antenna Moment
Long. Load
Trans. Load
Vert. Load
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6479.24 1693.35 -563.14 6479.24 -1693.35 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5786.28 1512.25 -502.91 5786.28 -1512.25 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4724.52 141.54 -320.02 4724.52 -141.54 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5868.87 1533.83 -510.09 5868.87 -1533.83 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4791.96 143.56 -324.59 4791.96 -143.56 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 45.00 1.12110 0.29300 -0.04060 9386.31 2453.12 -1019.76 9386.31 -2453.12 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6000.87 1568.33 -521.56 6000.87 -1568.33 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 45.00 1029.55 -1029.55 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 45.00 3932.92 -3932.92 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 45.00 4283.78 -4283.78 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 45.00 4325.18 -4325.18 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 45.00 4053.55 -4053.55 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 45.00 1279.34 -1279.34 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 45.00 2152.37 -2152.37 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 45.00 2168.14 -2168.14 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 45.00 2020.96 -2020.96 1238.40 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 45.00 2034.84 -2034.84 1238.40
Page
Job
65 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
EIA Section Load Case Information for "COMBO 1-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 8492 0.00 2.00 0.00 1.20 0.00 0 8492 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8911 0.00 2.00 0.00 1.20 0.00 0 8911 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8856 0.00 2.00 0.00 1.20 0.00 0 8856 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9241 0.00 2.00 0.00 1.20 0.00 0 9241 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9180 0.00 2.00 0.00 1.20 0.00 0 9180 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8680 0.00 2.00 0.00 1.20 0.00 0 8680 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 13349 0.00 2.00 0.00 1.20 0.00 0 13349 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 9045 0.00 2.00 0.00 1.20 0.00 0 9045 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 9284 0.00 2.00 0.00 1.20 0.00 0 9284 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 11335 0.00 2.00 0.00 1.20 0.00 0 11335 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 14675 0.00 2.00 0.00 1.20 0.00 0 14675 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 16839 0.00 2.00 0.00 1.20 0.00 0 16839 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 32912 0.00 2.00 0.00 1.20 0.00 0 32912 47884 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 54497 0.00 2.00 0.00 1.20 0.00 0 54497 79824 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 51458 0.00 2.00 0.00 1.20 0.00 0 51458 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 54603 0.00 2.00 0.00 1.20 0.00 0 54603 78794 Equipment Load Case Information for "COMBO 1-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (N) (N-m) (N) (N) (N) (m) (Pa) (cm) (m^2) (deg) (N) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -632.26 -3612.10 -1359.31 -632.26 3612.10 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1497.60
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
3 MW D1.2 2 4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D1.2 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
13.34 18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1175.98 1141.87 1141.87 1158.17 1158.17 1184.22 1184.22 1213.33 1278.62 1392.68 1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.13 4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
-0.10940 -0.10940 -0.01170 -0.10940 -0.01170 -0.10940 -0.10940
-0.62500 -0.62500 -0.34380 -0.62500 -0.34380 -0.62500 -0.62500
-0.09800 -0.09800 -0.13130 -0.09800 -0.13130 -0.09800 -0.09800
-145.51 -564.64 -33.93 -572.70 -34.42 -915.94 -585.58
-831.27 -3225.78 -997.14 -3271.82 -1011.37 -5232.76 -3345.41
EIA Section Load Case Information for "COMBO 1-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads)
-156.41 -1213.93 -685.47 -1231.25 -695.25 -2461.49 -1258.95
Helman O. Mozo
-145.51 -564.64 -33.93 -572.70 -34.42 -915.94 -585.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
831.27 3225.78 997.14 3271.82 1011.37 5232.76 3345.41 1456.00 5561.99 6058.17 6116.72 5732.59 5879.19 5985.27 5879.19 5985.27 5879.19 5985.27 5879.19 5985.27 3905.17 3944.60 3905.17 3944.60 3905.17 3944.60 1809.26 1809.26 1809.26 1809.26 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
1497.60 2942.10 2353.68 2942.10 2353.68 4800.00 2942.10 420.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1388 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 4504 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 4504 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 4610 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 4610 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 4610 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 4790 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 11139 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 11145 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 11145 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 11900 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 11900 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 11145 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 17316 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 11956 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 12066 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 14688 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 19097 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 0.00 0 15910 22611 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 47884 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 0.00 0 51933 79824 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 49347 0.00 2.00 0.00 1.20 0.00 0 49347 80669 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 52898 0.00 2.00 0.00 1.20 0.00 0 52898 78794 Equipment Load Case Information for "COMBO 1-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 2353.68
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1184.22 1184.22 1213.33 1278.62 1392.68 1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
90.00 -0.10940 0.62500 0.09800 90.00 -0.10940 0.62500 0.09800 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
-915.94 -585.58
5232.76 3345.41
Helman O. Mozo
2461.49 -915.94 -5232.76 1258.95 -585.58 -3345.41 0.00 -1456.00 0.00 -5561.99 0.00 -6058.17 0.00 -6116.72 0.00 -5732.59 0.00 -5879.19 0.00 -5985.27 0.00 -5879.19 0.00 -5985.27 0.00 -5879.19 0.00 -5985.27 0.00 -5879.19 0.00 -5985.27 0.00 -3905.17 0.00 -3944.60 0.00 -3905.17 0.00 -3944.60 0.00 -3905.17 0.00 -3944.60 0.00 -1809.26 0.00 -1809.26 0.00 -1809.26 0.00 -1809.26 0.00 -3043.91 0.00 -3066.21 0.00 -3043.91 0.00 -3066.21 0.00 -3043.91 0.00 -3066.21 0.00 -3043.91 0.00 -3066.21 0.00 -2858.07 0.00 -2877.70 0.00 -2858.07 0.00 -2877.70 0.00 -2858.07 0.00 -2877.70 0.00 -2858.07 0.00 -2877.70
EIA Section Load Case Information for "COMBO 1-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486
4800.00 2942.10 420.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
139.76 138.65 137.54 136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
138.65 137.54 136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
139.21 138.10 136.99 135.88 134.77 133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1600.06 1597.37 1594.66 1591.94 1589.19 1586.43 1583.65 1580.85 1575.64 1569.97 1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 3.1 0.31 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.60 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 1.0 0.5 0.5 0.5 0.6 0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
1103 1101 1099 1097 1095 1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1103 1101 1099 1097 1095 1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
1388 1388 1388 1388 1388 1388 1388 1388 4498 4504 4504 4504 4610 4610 4610 4790 11139 11145 11145 11900 11900 11145 17316 11956 12066 14688 19097 22611 47884 79824 80669 78794
Equipment Load Case Information for "COMBO 1-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 180.00 -1.01560 -5869.52 -5869.52 -0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 180.00 -1.01560 -1350.78 -1350.78 -0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 180.00 -1.01560 -1350.78 -1350.78 -0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 180.00 -1.01560 -5241.77 -5241.77 -0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 180.00 -1.05470 -3059.00 -3059.00 -0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 180.00 -1.01560 -5316.58 -5316.58 -0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 180.00 -1.05470 -3102.66 -3102.66 -0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 180.00 -1.01560 -8503.02 -8503.02 -0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 180.00 -1.01560 -5436.16 -5436.16 -0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 180.00 -1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 180.00 -5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 180.00 -6058.17 0.00 456.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1406.14 1317.84 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-6116.72 -5732.59 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -5879.19 -5985.27 -3905.17 -3944.60 -3905.17 -3944.60 -3905.17 -3944.60 -1809.26 -1809.26 -1809.26 -1809.26 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -3043.91 -3066.21 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
EIA Section Load Case Information for "COMBO 1-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 0.00 0 1099 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388
456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1586.43 1583.65 1580.85 1575.64 1569.97 1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 0.8 0.38 1.00 0.00 3.1 0.31 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.63 0.63 0.60 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.3 0.3 0.3 1.0 0.5 0.5 0.5 0.6 0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1094 1092 1090 3894 2249 2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
1388 1388 1388 4498 4504 4504 4504 4610 4610 4610 4790 11139 11145 11145 11900 11900 11145 17316 11956 12066 14688 19097 22611 47884 79824 80669 78794
Equipment Load Case Information for "COMBO 2-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 0.00 1.26170 7291.82 7291.82 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 0.00 1.26170 1678.11 1678.11 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 0.00 1.26170 6511.95 6511.95 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 0.00 1.55080 4497.86 4497.86 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 0.00 1.26170 6604.90 6604.90 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 0.00 1.55080 4562.06 4562.06 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 0.00 1.26170 10563.47 10563.47 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 0.00 1.26170 6753.45 6753.45 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 0.00 1456.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 0.00 5561.99 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 0.00 6058.17 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 0.00 6116.72 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 0.00 5732.59 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 0.00 5985.27 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 0.00 5879.19 0.00 456.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1375.92 1351.54 1375.92 1351.54 1375.92 1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5985.27 5879.19 5985.27 5879.19 5985.27 3905.17 3944.60 3905.17 3944.60 3905.17 3944.60 1809.26 1809.26 1809.26 1809.26 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 456.00 1584.00 1584.00 1584.00 1584.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1368.00 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40 1238.40
EIA Section Load Case Information for "COMBO 2-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1486 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1388 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1388 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1388 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1388 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1388 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1388 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1388 0.00 0 1090 1388 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 4498 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 4504
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1566.26 1562.52 1558.74 1554.93 1551.09 1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.27 1.00 0.00 2.0 0.27 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.55 0.55 0.56 0.56 0.56 0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.5 0.5 0.6 0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2243 2238 2297 2292 2286 2280 7077 7791 7743 8019 7966 7589 11614 8070 8398 10400 13649 15910 31190 51933 49347 52898
4504 4504 4610 4610 4610 4790 11139 11145 11145 11900 11900 11145 17316 11956 12066 14688 19097 22611 47884 79824 80669 78794
Equipment Load Case Information for "COMBO 2-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6479.24 -1693.35 563.14 6479.24 1693.35 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 315.00 1.12110 -0.29300 0.04060 1491.10 -389.70 64.80 1491.10 389.70 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5786.28 -1512.25 502.91 5786.28 1512.25 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4724.52 -141.54 320.02 4724.52 141.54 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 315.00 1.12110 -0.29300 0.04060 5868.87 -1533.83 510.09 5868.87 1533.83 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 315.00 1.62895 -0.04880 0.06130 4791.96 -143.56 324.59 4791.96 143.56 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 315.00 1.12110 -0.29300 0.04060 9386.31 -2453.12 1019.76 9386.31 2453.12 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 315.00 1.12110 -0.29300 0.04060 6000.87 -1568.33 521.56 6000.87 1568.33 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 315.00 1029.55 1029.55 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 315.00 3932.92 3932.92 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 315.00 4283.78 4283.78 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 315.00 4325.18 4325.18 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 315.00 4053.55 4053.55 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 315.00 4157.22 4157.22 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 315.00 4232.23 4232.23 342.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII
2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1437.84 1452.36 1437.84 1452.36 1437.84 1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
2761.37 2789.25 2761.37 2789.25 2761.37 2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84
Helman O. Mozo
2761.37 2789.25 2761.37 2789.25 2761.37 2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84
EIA Section Load Case Information for "COMBO 2-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 3378 0.00 0 2757 3458 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 3458
342.00 342.00 342.00 342.00 342.00 342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1547.21 1541.03 1532.07 1522.50 1512.70 1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.28 1.20 0.00 6.1 0.28 1.20 0.00 8.8 0.19 1.14 0.00 8.8 0.19 1.14 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.20 1.20 1.14 1.14 1.15 1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.56 0.53 0.49 0.49 0.50 0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.7 2.1 1.9 1.9 2.1 2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
2736 8492 8911 8856 9241 9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2736 8492 8911 8856 9241 9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
3593 8354 8359 8359 8925 8925 8359 12987 8967 9049 11016 14322 16958 35913 59868 60502 59095
Equipment Load Case Information for "COMBO 2-3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6479.24 1693.35 -563.14 6479.24 -1693.35 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 45.00 1.12110 0.29300 -0.04060 1491.10 389.70 -64.80 1491.10 -389.70 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5786.28 1512.25 -502.91 5786.28 -1512.25 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4724.52 141.54 -320.02 4724.52 -141.54 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 45.00 1.12110 0.29300 -0.04060 5868.87 1533.83 -510.09 5868.87 -1533.83 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 45.00 1.62895 0.04880 -0.06130 4791.96 143.56 -324.59 4791.96 -143.56 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 45.00 1.12110 0.29300 -0.04060 9386.31 2453.12 -1019.76 9386.31 -2453.12 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 45.00 1.12110 0.29300 -0.04060 6000.87 1568.33 -521.56 6000.87 -1568.33 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 45.00 1029.55 -1029.55 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 45.00 3932.92 -3932.92 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 45.00 4283.78 -4283.78 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 45.00 4325.18 -4325.18 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 45.00 4053.55 -4053.55 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 45.00 4157.22 -4157.22 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 45.00 4232.23 -4232.23 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 45.00 2789.25 -2789.25 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 45.00 2761.37 -2761.37 342.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1452.36 1507.71 1507.71 1507.71 1507.71 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
2789.25 1279.34 1279.34 1279.34 1279.34 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2152.37 2168.14 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84 2020.96 2034.84
Helman O. Mozo
-2789.25 -1279.34 -1279.34 -1279.34 -1279.34 -2152.37 -2168.14 -2152.37 -2168.14 -2152.37 -2168.14 -2152.37 -2168.14 -2020.96 -2034.84 -2020.96 -2034.84 -2020.96 -2034.84 -2020.96 -2034.84
EIA Section Load Case Information for "COMBO 2-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 1407 0.00 2.00 0.00 1.20 0.00 0 1407 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1324 0.00 2.00 0.00 1.20 0.00 0 1324 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1321 0.00 2.00 0.00 1.20 0.00 0 1321 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1319 0.00 2.00 0.00 1.20 0.00 0 1319 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1317 0.00 2.00 0.00 1.20 0.00 0 1317 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1315 0.00 2.00 0.00 1.20 0.00 0 1315 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1312 0.00 2.00 0.00 1.20 0.00 0 1312 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1310 0.00 2.00 0.00 1.20 0.00 0 1310 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 1308 0.00 2.00 0.00 1.20 0.00 0 1308 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 4673 0.00 2.00 0.00 1.20 0.00 0 4673 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2698 0.00 2.00 0.00 1.20 0.00 0 2698 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2692 0.00 2.00 0.00 1.20 0.00 0 2692 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 2686 0.00 2.00 0.00 1.20 0.00 0 2686 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2757 0.00 2.00 0.00 1.20 0.00 0 2757 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2750 0.00 2.00 0.00 1.20 0.00 0 2750 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2743 0.00 2.00 0.00 1.20 0.00 0 2743 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 2736 0.00 2.00 0.00 1.20 0.00 0 2736 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 8492 0.00 2.00 0.00 1.20 0.00 0 8492 8354 0.00 0 8911 8359 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8911 0.00 2.00 0.00 1.20 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 8856 0.00 2.00 0.00 1.20 0.00 0 8856 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 9241 0.00 2.00 0.00 1.20 0.00 0 9241 8925
342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
Page
Job
77 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
12 104.96 101.64 11 101.64 98.32 10 98.32 93.33 9 93.33 89.59 8 89.59 85.88 7 85.88 81.33 6 81.33 75.36 5 75.36 67.95 4 67.95 55.28 3 55.28 36.32 2 36.32 18.73 1 18.73 0.00
103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
1502.66 1492.36 1479.10 1464.66 1451.88 1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.50 0.49 0.50 0.49 0.48 0.47 0.47 0.47 0.47 0.48 0.49 0.48
2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0 0 0 0 0 0
9180 8680 13349 9045 9284 11335 14675 16839 32912 54497 51458 54603
8925 8359 12987 8967 9049 11016 14322 16958 35913 59868 60502 59095
Equipment Load Case Information for "COMBO 2-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -632.26 -3612.10 -1359.31 -632.26 3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -145.51 -831.27 -156.41 -145.51 831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -564.64 -3225.78 -1213.93 -564.64 3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -33.93 -997.14 -685.47 -33.93 997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -572.70 -3271.82 -1231.25 -572.70 3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -34.42 -1011.37 -695.25 -34.42 1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 270.00 -0.10940 -0.62500 -0.09800 -915.94 -5232.76 -2461.49 -915.94 5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -585.58 -3345.41 -1258.95 -585.58 3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 270.00 0.00 1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 270.00 0.00 5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 270.00 0.00 6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 270.00 0.00 6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 270.00 0.00 5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 270.00 0.00 5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 270.00 0.00 5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 270.00 0.00 3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 270.00 0.00 3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 270.00 0.00 1809.26 1188.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA
(3) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4)
17:07:07 03/17/10
120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 3043.91 3066.21 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70 2858.07 2877.70
EIA Section Load Case Information for "COMBO 2-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 8354 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 8359 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 8925 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 8925 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 8359 0.00 0 11614 12987 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049
1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
7 6 5 4 3 2 1
85.88 81.33 75.36 67.95 55.28 36.32 18.73
81.33 75.36 67.95 55.28 36.32 18.73 0.00
83.60 78.34 71.66 61.62 45.80 27.53 9.37
1437.20 1417.68 1391.34 1347.98 1268.09 1164.01 1255.11
0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.47 0.47 0.47 0.47 0.48 0.49 0.48
3.35 3.45 3.56 3.59 3.63 3.68 3.75
2.2 2.8 3.2 6.5 11.3 11.5 11.2
10400 13649 15910 31190 51933 49347 52898
0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0 0 0 0
10400 13649 15910 31190 51933 49347 52898
11016 14322 16958 35913 59868 60502 59095
Equipment Load Case Information for "COMBO 2-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 90.00 0.00 -1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 90.00 0.00 -5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 90.00 0.00 -6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 90.00 0.00 -6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 90.00 0.00 -5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA
(3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4)
125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
1564.39 1553.01 1564.39 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-3066.21 1026.00 -3043.91 1026.00 -3066.21 1026.00 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80 -2858.07 928.80 -2877.70 928.80
EIA Section Load Case Information for "COMBO 2-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 8354 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 8359 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 8925 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 8925 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 8359 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 12987 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 14322 0.00 0 15910 16958 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 35913 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 0.00 0 51933 59868
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
2 1
36.32 18.73
18.73 0.00
27.53 1164.01 9.37 1255.11
0.00 11.53 0.00 11.23
0.00 0.00
0.00 202.2 0.06 1.00 1.00 0.49 3.68 0.00 261.2 0.04 1.00 1.00 0.48 3.75
11.5 49347 11.2 52898
0.00 2.00 0.00 2.00
0.00 1.20 0.00 1.20
0.00 0.00
Helman O. Mozo
0 49347 0 52898
60502 59095
Equipment Load Case Information for "COMBO 2-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 1278.62 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -632.26 3612.10 1359.31 -632.26 -3612.10 2206.58 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 1175.98 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -145.51 831.27 156.41 -145.51 -831.27 1123.20 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 1141.87 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -564.64 3225.78 1213.93 -564.64 -3225.78 2206.58 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 1141.87 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -33.93 997.14 685.47 -33.93 -997.14 1765.26 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 1158.17 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -572.70 3271.82 1231.25 -572.70 -3271.82 2206.58 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 1158.17 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -34.42 1011.37 695.25 -34.42 -1011.37 1765.26 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 1184.22 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -915.94 5232.76 2461.49 -915.94 -5232.76 3600.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 1184.22 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -585.58 3345.41 1258.95 -585.58 -3345.41 2206.58 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 1213.33 0.00 1.20 90.00 0.00 -1456.00 315.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 1278.62 0.00 4.35 90.00 0.00 -5561.99 342.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 1392.68 0.00 4.35 90.00 0.00 -6058.17 342.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 1406.14 0.00 4.35 90.00 0.00 -6116.72 342.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 1317.84 0.00 4.35 90.00 0.00 -5732.59 342.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 1351.54 0.00 4.35 90.00 0.00 -5879.19 342.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 1375.92 0.00 4.35 90.00 0.00 -5985.27 342.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 1437.84 0.00 2.72 90.00 0.00 -3905.17 342.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 1452.36 0.00 2.72 90.00 0.00 -3944.60 342.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 1507.71 0.00 1.20 90.00 0.00 -1809.26 1188.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 1553.01 0.00 1.96 90.00 0.00 -3043.91 1026.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 1564.39 0.00 1.96 90.00 0.00 -3066.21 1026.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 1587.81 0.00 1.80 90.00 0.00 -2858.07 928.80 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 1598.72 0.00 1.80 90.00 0.00 -2877.70 928.80
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
43 44 45 46 47 48
ANT ANT ANT ANT ANT ANT
UHF UHF UHF UHF UHF UHF
3 4 5 6 7 8
ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA BANDA
ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4) (4) (4)
134.22 138.65 134.22 138.65 134.22 138.65
1587.81 1598.72 1587.81 1598.72 1587.81 1598.72
0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 1.80 1.80
90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00
-2858.07 -2877.70 -2858.07 -2877.70 -2858.07 -2877.70
EIA Section Load Case Information for "COMBO 2-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1602.74 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 1173 0.00 2.00 0.00 1.20 0.00 0 1173 1115 32 139.76 138.65 139.21 1600.06 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1103 0.00 2.00 0.00 1.20 0.00 0 1103 1041 31 138.65 137.54 138.10 1597.37 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1101 0.00 2.00 0.00 1.20 0.00 0 1101 1041 30 137.54 136.43 136.99 1594.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1099 0.00 2.00 0.00 1.20 0.00 0 1099 1041 29 136.43 135.33 135.88 1591.94 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1097 0.00 2.00 0.00 1.20 0.00 0 1097 1041 28 135.33 134.22 134.77 1589.19 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1095 0.00 2.00 0.00 1.20 0.00 0 1095 1041 27 134.22 133.11 133.66 1586.43 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1094 0.00 2.00 0.00 1.20 0.00 0 1094 1041 26 133.11 132.00 132.55 1583.65 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1092 0.00 2.00 0.00 1.20 0.00 0 1092 1041 25 132.00 130.89 131.44 1580.85 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 1090 0.00 2.00 0.00 1.20 0.00 0 1090 1041 24 130.89 127.91 129.40 1575.64 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 3894 0.00 2.00 0.00 1.20 0.00 0 3894 3373 23 127.91 126.49 127.20 1569.97 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2249 0.00 2.00 0.00 1.20 0.00 0 2249 3378 22 126.49 125.07 125.78 1566.26 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2243 0.00 2.00 0.00 1.20 0.00 0 2243 3378 21 125.07 123.65 124.36 1562.52 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 2238 0.00 2.00 0.00 1.20 0.00 0 2238 3378 20 123.65 122.23 122.94 1558.74 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2297 0.00 2.00 0.00 1.20 0.00 0 2297 3458 19 122.23 120.81 121.52 1554.93 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2292 0.00 2.00 0.00 1.20 0.00 0 2292 3458 18 120.81 119.39 120.10 1551.09 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2286 0.00 2.00 0.00 1.20 0.00 0 2286 3458 17 119.39 117.97 118.68 1547.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 2280 0.00 2.00 0.00 1.20 0.00 0 2280 3593 16 117.97 114.92 116.44 1541.03 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 7077 0.00 2.00 0.00 1.20 0.00 0 7077 8354 15 114.92 111.60 113.26 1532.07 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7791 0.00 2.00 0.00 1.20 0.00 0 7791 8359 14 111.60 108.28 109.94 1522.50 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7743 0.00 2.00 0.00 1.20 0.00 0 7743 8359 13 108.28 104.96 106.62 1512.70 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 8019 0.00 2.00 0.00 1.20 0.00 0 8019 8925 12 104.96 101.64 103.30 1502.66 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 7966 0.00 2.00 0.00 1.20 0.00 0 7966 8925 11 101.64 98.32 99.98 1492.36 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 7589 0.00 2.00 0.00 1.20 0.00 0 7589 8359 10 98.32 93.33 95.83 1479.10 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 11614 0.00 2.00 0.00 1.20 0.00 0 11614 12987 9 93.33 89.59 91.47 1464.66 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 8070 0.00 2.00 0.00 1.20 0.00 0 8070 8967 8 89.59 85.88 87.73 1451.88 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 8398 0.00 2.00 0.00 1.20 0.00 0 8398 9049 7 85.88 81.33 83.60 1437.20 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 10400 0.00 2.00 0.00 1.20 0.00 0 10400 11016 6 81.33 75.36 78.34 1417.68 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 13649 0.00 2.00 0.00 1.20 0.00 0 13649 14322 5 75.36 67.95 71.66 1391.34 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 15910 0.00 2.00 0.00 1.20 0.00 0 15910 16958 4 67.95 55.28 61.62 1347.98 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 31190 0.00 2.00 0.00 1.20 0.00 0 31190 35913 3 55.28 36.32 45.80 1268.09 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 51933 0.00 2.00 0.00 1.20 0.00 0 51933 59868 2 36.32 18.73 27.53 1164.01 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 49347 0.00 2.00 0.00 1.20 0.00 0 49347 60502 1 18.73 0.00 9.37 1255.11 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 52898 0.00 2.00 0.00 1.20 0.00 0 52898 59095 Equipment Load Case Information for "COMBO 3-1":
928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Equipment Label
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 0.00 1.26170 4557.39 4557.39 0.00 2942.10 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1497.60 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1497.60 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 0.00 1.26170 4069.97 4069.97 0.00 2942.10 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 0.00 1.55080 2811.16 2811.16 0.00 2353.68 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 0.00 1.26170 4128.06 4128.06 0.00 2942.10 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 0.00 1.55080 2851.29 2851.29 0.00 2353.68 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 0.00 1.26170 6602.17 6602.17 0.00 4800.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 0.00 1.26170 4220.91 4220.91 0.00 2942.10 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 0.00 910.00 0.00 420.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 0.00 3476.25 0.00 456.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 0.00 3786.36 0.00 456.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 0.00 3822.95 0.00 456.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 0.00 3582.87 0.00 456.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 456.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 456.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 456.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 456.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1584.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1368.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1368.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 0.00 1798.56 0.00 1238.40 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 0.00 1786.29 0.00 1238.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
48 ANT UHF 8
ANTENA PANEL UHF BANDA ANCHA (4)
138.65 999.20
0.00
1.80
0.00
1798.56
Helman O. Mozo
0.00 1238.40
EIA Section Load Case Information for "COMBO 3-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1486 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1388 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1388 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1388 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1388 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1388 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1388 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1388 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1388 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 4498 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 4504 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 4504 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 4504 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 4610 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 4610 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 4610 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 4790 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 11139 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 11145 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 11145 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 11900 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 11900 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 11145 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 17316 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 11956 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 12066 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 14688 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 19097 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 22611 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 47884 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 79824 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 80669 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 78794 Equipment Load Case Information for "COMBO 4-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load MM Set Ground Area Angle Load FAM Load FSM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
1 MW D2.44 1 2 MW D1.2 1 3 MW D1.2 2 4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.2 ANT. MICROONDAS D1.2 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
8.59 13.34 13.34 18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
799.14 734.99 734.99 713.67 713.67 723.86 723.86 740.14 740.14 758.33 799.14 870.43 878.84 823.65 844.71 859.95 844.71 859.95 844.71 859.95 844.71 859.95 898.65 907.72 898.65 907.72 898.65 907.72 942.32 942.32 942.32 942.32 970.63 977.74 970.63 977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 1.13 1.13 4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.26170 1.26170 1.26170 1.26170 1.55080 1.26170 1.55080 1.26170 1.26170
4557.39 1048.82 1048.82 4069.97 2811.16 4128.06 2851.29 6602.17 4220.91
EIA Section Load Case Information for "COMBO 4-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh),
4557.39 1048.82 1048.82 4069.97 2811.16 4128.06 2851.29 6602.17 4220.91 910.00 3476.25 3786.36 3822.95 3582.87 3674.50 3740.80 3674.50 3740.80 3674.50 3740.80 3674.50 3740.80 2440.73 2465.37 2440.73 2465.37 2440.73 2465.37 1130.79 1130.79 1130.79 1130.79 1902.44 1916.38 1902.44 1916.38 1902.44 1916.38 1902.44 1916.38 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2206.58 1123.20 1123.20 2206.58 1765.26 2206.58 1765.26 3600.00 2206.58 315.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 342.00 1188.00 1188.00 1188.00 1188.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 1026.00 928.80 928.80 928.80 928.80 928.80 928.80 928.80 928.80
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1115 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1041 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1041 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1041 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1041 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1041 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1041 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1041 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1041 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3373 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3378 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3378 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3378 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3458 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3458 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3458 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3593 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 8354 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 8359 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 8359 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 8925 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 8925 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 8359 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 12987 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 8967 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 9049 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 11016 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 14322 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 16958 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 35913 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 59868 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 60502 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 59095 Equipment Load Case Information for "SERVICIO 1-1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------2566.05 0.00 2451.75 1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 0.00 1.26170 2566.05 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 0.00 1.26170 590.54 590.54 0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 0.00 1.26170 590.54 590.54 0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 0.00 1.26170 2291.61 2291.61 0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 0.00 1.55080 1582.83 1582.83 0.00 1961.40
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
407.57 407.57 416.74 416.74 426.98 449.96 490.10 494.83 463.76 475.62 484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.26170 1.55080 1.26170 1.26170
2324.32 1605.43 3717.37 2376.59
2324.32 1605.43 3717.37 2376.59 512.38 1957.31 2131.92 2152.52 2017.34 2068.93 2106.26 2068.93 2106.26 2068.93 2106.26 2068.93 2106.26 1374.26 1388.14 1374.26 1388.14 1374.26 1388.14 636.69 636.69 636.69 636.69 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2451.75 1961.40 4000.00 2451.75 350.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "SERVICIO 1-1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. Top Bottom Above Gnd. (m) (m) (m)
qzGh (Pa)
Ice Face Face Face Face Face Face Face Face Face Thick. AF AR RR*AR AG e DF DR RR CF (cm) (m^2) (m^2) (m^2) (m^2)
Face AE (m^2)
Face WF (N)
NotF NotF AAF CAF (m^2)
NotF NotF NotF AAR CAR AAR*CAR (m^2) (m^2)
NotF Total Total WA Wind Weight (N) (N) (N)
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 19 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 18 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 17 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 16 117.97 114.92 116.44 542.30 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.57 2.65 1.7 2490 0.00 2.00 0.00 1.20 0.00 0 2490 9283 15 114.92 111.60 113.26 539.15 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2742 0.00 2.00 0.00 1.20 0.00 0 2742 9287 14 111.60 108.28 109.94 535.78 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2725 0.00 2.00 0.00 1.20 0.00 0 2725 9287 13 108.28 104.96 106.62 532.33 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2822 0.00 2.00 0.00 1.20 0.00 0 2822 9916 12 104.96 101.64 103.30 528.80 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2803 0.00 2.00 0.00 1.20 0.00 0 2803 9916 11 101.64 98.32 99.98 525.18 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2671 0.00 2.00 0.00 1.20 0.00 0 2671 9287 10 98.32 93.33 95.83 520.51 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.55 2.98 2.6 4087 0.00 2.00 0.00 1.20 0.00 0 4087 14430 9 93.33 89.59 91.47 515.43 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.54 3.15 1.7 2840 0.00 2.00 0.00 1.20 0.00 0 2840 9964 8 89.59 85.88 87.73 510.93 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.54 3.25 1.8 2955 0.00 2.00 0.00 1.20 0.00 0 2955 10055 7 85.88 81.33 83.60 505.76 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.54 3.35 2.2 3660 0.00 2.00 0.00 1.20 0.00 0 3660 12240 6 81.33 75.36 78.34 498.89 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.54 3.45 2.8 4803 0.00 2.00 0.00 1.20 0.00 0 4803 15914 5 75.36 67.95 71.66 489.62 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.54 3.56 3.2 5599 0.00 2.00 0.00 1.20 0.00 0 5599 18843 4 67.95 55.28 61.62 474.37 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.54 3.59 6.5 10976 0.00 2.00 0.00 1.20 0.00 0 10976 39903 3 55.28 36.32 45.80 446.25 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.55 3.63 11.3 18276 0.00 2.00 0.00 1.20 0.00 0 18276 66520 2 36.32 18.73 27.53 409.63 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.56 3.68 11.5 17366 0.00 2.00 0.00 1.20 0.00 0 17366 67224 1 18.73 0.00 9.37 441.68 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.55 3.75 11.2 18615 0.00 2.00 0.00 1.20 0.00 0 18615 65662 Equipment Load Case Information for "SERVICIO 1-2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2280.10 -595.90 198.17 2280.10 595.90 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 315.00 1.12110 -0.29300 0.04060 524.73 -137.14 22.80 524.73 137.14 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 315.00 1.12110 -0.29300 0.04060 524.73 -137.14 22.80 524.73 137.14 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2036.24 -532.17 176.98 2036.24 532.17 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 315.00 1.62895 -0.04880 0.06130 1662.60 -49.81 112.62 1662.60 49.81 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2065.30 -539.77 179.50 2065.30 539.77 2451.75 -50.52 114.23 1686.33 50.52 1961.40 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 315.00 1.62895 -0.04880 0.06130 1686.33 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 315.00 1.12110 -0.29300 0.04060 3303.12 -863.27 358.86 3303.12 863.27 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 315.00 1.12110 -0.29300 0.04060 2111.75 -551.91 183.54 2111.75 551.91 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 315.00 362.31 362.31 350.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
449.96 490.10 494.83 463.76 475.62 484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
1384.03 1507.49 1522.06 1426.48 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08
Helman O. Mozo
1384.03 1507.49 1522.06 1426.48 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08
EIA Section Load Case Information for "SERVICIO 1-2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 495 0.00 2.00 0.00 1.20 0.00 0 495 1239 0.00 0 466 1157 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 466 0.00 2.00 0.00 1.20 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 465 0.00 2.00 0.00 1.20 0.00 0 465 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 464 0.00 2.00 0.00 1.20 0.00 0 464 1157
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
136.43 135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
135.33 134.22 133.11 132.00 130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
135.88 134.77 133.66 132.55 131.44 129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
560.22 559.25 558.28 557.30 556.31 554.48 552.48 551.18 549.86 548.53 547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.30 0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 0.8 0.38 1.20 0.00 3.1 0.31 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 6.1 0.28 1.20 0.00 8.8 0.19 1.14 0.00 8.8 0.19 1.14 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.14 1.14 1.15 1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.63 0.63 0.63 0.63 0.63 0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.57 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
2.33 2.33 2.33 2.33 2.33 2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.4 0.4 0.4 0.4 0.4 1.2 0.6 0.6 0.6 0.7 0.7 0.7 0.7 2.1 1.9 1.9 2.1 2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
463 463 462 461 460 1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
463 463 462 461 460 1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
1157 1157 1157 1157 1157 3748 3754 3754 3754 3842 3842 3842 3992 9283 9287 9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2280.10 595.90 -198.17 2280.10 -595.90 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 45.00 1.12110 0.29300 -0.04060 524.73 137.14 -22.80 524.73 -137.14 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 45.00 1.12110 0.29300 -0.04060 524.73 137.14 -22.80 524.73 -137.14 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2036.24 532.17 -176.98 2036.24 -532.17 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 45.00 1.62895 0.04880 -0.06130 1662.60 49.81 -112.62 1662.60 -49.81 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2065.30 539.77 -179.50 2065.30 -539.77 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 45.00 1.62895 0.04880 -0.06130 1686.33 50.52 -114.23 1686.33 -50.52 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 45.00 1.12110 0.29300 -0.04060 3303.12 863.27 -358.86 3303.12 -863.27 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 45.00 1.12110 0.29300 -0.04060 2111.75 551.91 -183.54 2111.75 -551.91 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 45.00 362.31 -362.31 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 45.00 1384.03 -1384.03 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 45.00 1507.49 -1507.49 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 45.00 1522.06 -1522.06 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 45.00 1426.48 -1426.48 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 45.00 1462.96 -1462.96 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
484.20 475.62 484.20 475.62 484.20 475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
1489.35 1462.96 1489.35 1462.96 1489.35 1462.96 1489.35 971.75 981.56 971.75 981.56 971.75 981.56 450.21 450.21 450.21 450.21 757.43 762.98 757.43 762.98 757.43 762.98 757.43 762.98 711.19 716.08 711.19 716.08 711.19 716.08 711.19 716.08
Helman O. Mozo
-1489.35 -1462.96 -1489.35 -1462.96 -1489.35 -1462.96 -1489.35 -971.75 -981.56 -971.75 -981.56 -971.75 -981.56 -450.21 -450.21 -450.21 -450.21 -757.43 -762.98 -757.43 -762.98 -757.43 -762.98 -757.43 -762.98 -711.19 -716.08 -711.19 -716.08 -711.19 -716.08 -711.19 -716.08
EIA Section Load Case Information for "SERVICIO 1-3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 495 0.00 2.00 0.00 1.20 0.00 0 495 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 466 0.00 2.00 0.00 1.20 0.00 0 466 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 465 0.00 2.00 0.00 1.20 0.00 0 465 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 464 0.00 2.00 0.00 1.20 0.00 0 464 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 463 0.00 2.00 0.00 1.20 0.00 0 463 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 463 0.00 2.00 0.00 1.20 0.00 0 463 1157 0.00 0 462 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 462 0.00 2.00 0.00 1.20 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 461 0.00 2.00 0.00 1.20 0.00 0 461 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 460 0.00 2.00 0.00 1.20 0.00 0 460 1157
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
130.89 127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
127.91 126.49 125.07 123.65 122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
129.40 127.20 125.78 124.36 122.94 121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
554.48 552.48 551.18 549.86 548.53 547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 0.97 0.00 0.53 0.00 0.53 0.00 0.53 0.00 0.56 0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 3.1 0.31 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.27 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 2.0 0.28 1.20 0.00 6.1 0.28 1.20 0.00 8.8 0.19 1.14 0.00 8.8 0.19 1.14 0.00 8.8 0.20 1.15 0.00 8.8 0.20 1.15 0.00 8.8 0.19 1.14 0.00 13.2 0.20 1.15 0.00 10.9 0.16 1.12 0.00 12.7 0.14 1.11 0.00 18.0 0.12 1.09 0.00 27.9 0.10 1.08 0.00 41.2 0.08 1.06 0.00 87.6 0.07 1.06 0.00 171.5 0.07 1.05 0.00 202.2 0.06 1.04 0.00 261.2 0.04 1.03
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.14 1.14 1.15 1.15 1.14 1.15 1.12 1.11 1.09 1.08 1.06 1.06 1.05 1.04 1.03
0.60 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.57 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
2.54 2.69 2.69 2.69 2.65 2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
1.2 0.6 0.6 0.6 0.7 0.7 0.7 0.7 2.1 1.9 1.9 2.1 2.1 1.9 3.0 2.0 2.0 2.4 3.0 3.4 6.8 11.8 12.0 11.6
1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
1644 950 947 945 970 968 965 963 2988 3136 3116 3252 3230 3055 4698 3183 3267 3989 5164 5926 11582 19178 18108 19215
3748 3754 3754 3754 3842 3842 3842 3992 9283 9287 9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-4": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -222.50 -1271.13 -478.35 -222.50 1271.13 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -51.20 -292.53 -55.04 -51.20 292.53 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 270.00 -0.10940 -0.62500 -0.09800 -51.20 -292.53 -55.04 -51.20 292.53 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -198.70 -1135.18 -427.19 -198.70 1135.18 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -11.94 -350.90 -241.22 -11.94 350.90 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -201.54 -1151.38 -433.29 -201.54 1151.38 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 270.00 -0.01170 -0.34380 -0.13130 -12.11 -355.91 -244.66 -12.11 355.91 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 270.00 -0.10940 -0.62500 -0.09800 -322.33 -1841.45 -866.22 -322.33 1841.45 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 270.00 -0.10940 -0.62500 -0.09800 -206.07 -1177.28 -443.03 -206.07 1177.28 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 270.00 0.00 512.38 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 270.00 0.00 1957.31 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 270.00 0.00 2131.92 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 270.00 0.00 2152.52 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 270.00 0.00 2017.34 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 270.00 0.00 2068.93 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 270.00 0.00 2106.26 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT ANT ANT ANT ANT ANT ANT ANT
VHF VHF VHF VHF VHF VHF VHF VHF
BIII BIII BIII BIII BIII BIII BIII BIII
2DIP 1740X2500 (1) 2DIP 1740X2500 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
475.62 484.20 505.99 511.10 505.99 511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00 270.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2068.93 2106.26 1374.26 1388.14 1374.26 1388.14 1374.26 1388.14 636.69 636.69 636.69 636.69 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1071.17 1079.02 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68 1005.78 1012.68
EIA Section Load Case Information for "SERVICIO 1-4": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 0.00 0 789 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842
380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
122.23 120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
120.81 119.39 117.97 114.92 111.60 108.28 104.96 101.64 98.32 93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
121.52 120.10 118.68 116.44 113.26 109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
547.19 545.84 544.47 542.30 539.15 535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 0.56 0.00 0.56 0.00 0.56 0.00 1.73 0.00 1.69 0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 2.0 0.28 1.00 0.00 6.1 0.28 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.59 0.59 0.59 0.57 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
2.65 2.65 2.65 2.65 3.02 3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
0.6 0.6 0.6 1.7 1.7 1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
806 804 802 2490 2742 2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
806 804 802 2490 2742 2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
3842 3842 3992 9283 9287 9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -222.50 1271.13 478.35 -222.50 -1271.13 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -51.20 292.53 55.04 -51.20 -292.53 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -51.20 292.53 55.04 -51.20 -292.53 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -198.70 1135.18 427.19 -198.70 -1135.18 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -11.94 350.90 241.22 -11.94 -350.90 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -201.54 1151.38 433.29 -201.54 -1151.38 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -12.11 355.91 244.66 -12.11 -355.91 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -322.33 1841.45 866.22 -322.33 -1841.45 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -206.07 1177.28 443.03 -206.07 -1177.28 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 90.00 0.00 -512.38 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 90.00 0.00 -1957.31 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 90.00 0.00 -2131.92 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 90.00 0.00 -2152.52 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 90.00 0.00 -2017.34 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 90.00 0.00 -2068.93 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 90.00 0.00 -2106.26 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 90.00 0.00 -1374.26 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 90.00 0.00 -1388.14 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 90.00 0.00 -1374.26 380.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
17:07:07 03/17/10 Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
511.10 505.99 511.10 530.58 530.58 530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-1388.14 -1374.26 -1388.14 -636.69 -636.69 -636.69 -636.69 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68
EIA Section Load Case Information for "SERVICIO 1-5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 19 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 18 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 0.00 0 802 3992 17 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 16 117.97 114.92 116.44 542.30 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.57 2.65 1.7 2490 0.00 2.00 0.00 1.20 0.00 0 2490 9283 15 114.92 111.60 113.26 539.15 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2742 0.00 2.00 0.00 1.20 0.00 0 2742 9287
380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
Page
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96 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
14 13 12 11 10 9 8 7 6 5 4 3 2 1
111.60 108.28 108.28 104.96 104.96 101.64 101.64 98.32 98.32 93.33 93.33 89.59 89.59 85.88 85.88 81.33 81.33 75.36 75.36 67.95 67.95 55.28 55.28 36.32 36.32 18.73 18.73 0.00
109.94 106.62 103.30 99.98 95.83 91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
535.78 532.33 528.80 525.18 520.51 515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 1.69 0.00 1.79 0.00 1.79 0.00 1.69 0.00 2.63 0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 8.8 0.19 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.20 1.00 0.00 8.8 0.19 1.00 0.00 13.2 0.20 1.00 0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
3.02 2.97 2.97 3.02 2.98 3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
1.7 1.8 1.8 1.7 2.6 1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0
Helman O. Mozo
2725 2822 2803 2671 4087 2840 2955 3660 4803 5599 10976 18276 17366 18615
9287 9916 9916 9287 14430 9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "SERVICIO 1-6": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 449.96 0.00 4.52 180.00 -1.01560 -2065.53 -2065.53 -0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 180.00 -1.01560 -475.35 -475.35 -0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 413.84 0.00 1.13 180.00 -1.01560 -475.35 -475.35 -0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 401.83 0.00 4.52 180.00 -1.01560 -1844.62 -1844.62 -0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 401.83 0.00 2.54 180.00 -1.05470 -1076.49 -1076.49 -0.00 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 407.57 0.00 4.52 180.00 -1.01560 -1870.95 -1870.95 -0.00 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 407.57 0.00 2.54 180.00 -1.05470 -1091.85 -1091.85 -0.00 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 416.74 0.00 7.07 180.00 -1.01560 -2992.28 -2992.28 -0.00 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 416.74 0.00 4.52 180.00 -1.01560 -1913.03 -1913.03 -0.00 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 426.98 0.00 1.20 180.00 -512.38 0.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 449.96 0.00 4.35 180.00 -1957.31 0.00 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 490.10 0.00 4.35 180.00 -2131.92 0.00 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 494.83 0.00 4.35 180.00 -2152.52 0.00 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 463.76 0.00 4.35 180.00 -2017.34 0.00 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 475.62 0.00 4.35 180.00 -2068.93 0.00 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 484.20 0.00 4.35 180.00 -2106.26 0.00 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 505.99 0.00 2.72 180.00 -1374.26 0.00 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 511.10 0.00 2.72 180.00 -1388.14 0.00 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 530.58 0.00 1.20 180.00 -636.69 0.00 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 530.58 0.00 1.20 180.00 -636.69 0.00 1320.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
530.58 530.58 546.52 550.52 546.52 550.52 546.52 550.52 546.52 550.52 558.76 562.60 558.76 562.60 558.76 562.60 558.76 562.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-636.69 -636.69 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1071.17 -1079.02 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68 -1005.78 -1012.68
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
EIA Section Load Case Information for "SERVICIO 1-6": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 564.02 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 413 0.00 2.00 0.00 1.20 0.00 0 413 1239 32 139.76 138.65 139.21 563.08 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 388 0.00 2.00 0.00 1.20 0.00 0 388 1157 31 138.65 137.54 138.10 562.13 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 30 137.54 136.43 136.99 561.17 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 387 0.00 2.00 0.00 1.20 0.00 0 387 1157 29 136.43 135.33 135.88 560.22 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 386 0.00 2.00 0.00 1.20 0.00 0 386 1157 28 135.33 134.22 134.77 559.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 27 134.22 133.11 133.66 558.28 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 385 0.00 2.00 0.00 1.20 0.00 0 385 1157 26 133.11 132.00 132.55 557.30 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 384 0.00 2.00 0.00 1.20 0.00 0 384 1157 25 132.00 130.89 131.44 556.31 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 383 0.00 2.00 0.00 1.20 0.00 0 383 1157 24 130.89 127.91 129.40 554.48 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 1370 0.00 2.00 0.00 1.20 0.00 0 1370 3748 23 127.91 126.49 127.20 552.48 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 791 0.00 2.00 0.00 1.20 0.00 0 791 3754 22 126.49 125.07 125.78 551.18 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 789 0.00 2.00 0.00 1.20 0.00 0 789 3754 21 125.07 123.65 124.36 549.86 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.59 2.69 0.5 788 0.00 2.00 0.00 1.20 0.00 0 788 3754 20 123.65 122.23 122.94 548.53 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 808 0.00 2.00 0.00 1.20 0.00 0 808 3842 19 122.23 120.81 121.52 547.19 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 806 0.00 2.00 0.00 1.20 0.00 0 806 3842 18 120.81 119.39 120.10 545.84 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 804 0.00 2.00 0.00 1.20 0.00 0 804 3842 17 119.39 117.97 118.68 544.47 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.59 2.65 0.6 802 0.00 2.00 0.00 1.20 0.00 0 802 3992 16 117.97 114.92 116.44 542.30 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.57 2.65 1.7 2490 0.00 2.00 0.00 1.20 0.00 0 2490 9283 15 114.92 111.60 113.26 539.15 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2742 0.00 2.00 0.00 1.20 0.00 0 2742 9287 14 111.60 108.28 109.94 535.78 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2725 0.00 2.00 0.00 1.20 0.00 0 2725 9287 13 108.28 104.96 106.62 532.33 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2822 0.00 2.00 0.00 1.20 0.00 0 2822 9916 0.00 0 2803 9916 12 104.96 101.64 103.30 528.80 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.55 2.97 1.8 2803 0.00 2.00 0.00 1.20 11 101.64 98.32 99.98 525.18 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.55 3.02 1.7 2671 0.00 2.00 0.00 1.20 0.00 0 2671 9287 10 98.32 93.33 95.83 520.51 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.55 2.98 2.6 4087 0.00 2.00 0.00 1.20 0.00 0 4087 14430
1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
Page
Job
98 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
9 8 7 6 5 4 3 2 1
93.33 89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73
89.59 85.88 81.33 75.36 67.95 55.28 36.32 18.73 0.00
91.47 87.73 83.60 78.34 71.66 61.62 45.80 27.53 9.37
515.43 510.93 505.76 498.89 489.62 474.37 446.25 409.63 441.68
0.00 1.75 0.00 1.78 0.00 2.16 0.00 2.79 0.00 3.21 0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 10.9 0.16 1.00 0.00 12.7 0.14 1.00 0.00 18.0 0.12 1.00 0.00 27.9 0.10 1.00 0.00 41.2 0.08 1.00 0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.56 0.55
3.15 3.25 3.35 3.45 3.56 3.59 3.63 3.68 3.75
1.7 1.8 2.2 2.8 3.2 6.5 11.3 11.5 11.2
2840 2955 3660 4803 5599 10976 18276 17366 18615
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 0 0 0 0 0 0
Helman O. Mozo
2840 2955 3660 4803 5599 10976 18276 17366 18615
9964 10055 12240 15914 18843 39903 66520 67224 65662
Equipment Load Case Information for "VIENTO1": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 0.00 1.26170 4557.39 4557.39 0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 0.00 1.26170 1048.82 1048.82 0.00 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 0.00 1.26170 4069.97 4069.97 0.00 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 0.00 1.55080 2811.16 2811.16 0.00 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 0.00 1.26170 4128.06 4128.06 0.00 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 0.00 1.55080 2851.29 2851.29 0.00 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 0.00 1.26170 6602.17 6602.17 0.00 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 0.00 1.26170 4220.91 4220.91 0.00 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 0.00 910.00 0.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 0.00 3476.25 0.00 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 0.00 3786.36 0.00 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 0.00 3822.95 0.00 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 0.00 3582.87 0.00 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 0.00 3674.50 0.00 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 0.00 3740.80 0.00 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 0.00 2440.73 0.00 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 0.00 2465.37 0.00 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 0.00 1130.79 0.00 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 0.00 1916.38 0.00 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 0.00 1902.44 0.00 1140.00
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99 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA VHF BIII 2DIP 1450X1450 ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA ANTENA PANEL UHF BANDA ANCHA
(3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4)
125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1916.38 1902.44 1916.38 1902.44 1916.38 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56 1786.29 1798.56
Helman O. Mozo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "VIENTO1": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 0.00 0 6500 12240 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 18843
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
4 3 2 1
67.95 55.28 36.32 18.73
55.28 36.32 18.73 0.00
61.62 45.80 27.53 9.37
842.49 792.56 727.51 784.44
0.00 6.45 0.00 11.29 0.00 11.53 0.00 11.23
0.00 0.00 0.00 0.00
0.00 87.6 0.07 1.00 0.00 171.5 0.07 1.00 0.00 202.2 0.06 1.00 0.00 261.2 0.04 1.00
1.00 1.00 1.00 1.00
0.47 0.48 0.49 0.48
3.59 3.63 3.68 3.75
6.5 11.3 11.5 11.2
19494 32458 30842 33061
0.00 0.00 0.00 0.00
2.00 2.00 2.00 2.00
0.00 0.00 0.00 0.00
1.20 1.20 1.20 1.20
0.00 0.00 0.00 0.00
Helman O. Mozo
0 0 0 0
19494 32458 30842 33061
39903 66520 67224 65662
Equipment Load Case Information for "VIENTO2": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 315.00 1.12110 -0.29300 0.04060 4049.52 -1058.34 351.96 4049.52 1058.34 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 315.00 1.12110 -0.29300 0.04060 931.94 -243.56 40.50 931.94 243.56 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 315.00 1.12110 -0.29300 0.04060 931.94 -243.56 40.50 931.94 243.56 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3616.42 -945.15 314.32 3616.42 945.15 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 315.00 1.62895 -0.04880 0.06130 2952.83 -88.46 200.02 2952.83 88.46 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3668.04 -958.64 318.81 3668.04 958.64 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 315.00 1.62895 -0.04880 0.06130 2994.97 -89.72 202.87 2994.97 89.72 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 315.00 1.12110 -0.29300 0.04060 5866.44 -1533.20 637.35 5866.44 1533.20 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 315.00 1.12110 -0.29300 0.04060 3750.54 -980.21 325.98 3750.54 980.21 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 315.00 643.47 643.47 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 315.00 2458.08 2458.08 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 315.00 2677.36 2677.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 315.00 2703.24 2703.24 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 315.00 2533.47 2533.47 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 315.00 2598.26 2598.26 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 315.00 2645.14 2645.14 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 315.00 1725.86 1725.86 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 315.00 1743.28 1743.28 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 315.00 799.59 799.59 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 315.00 1345.23 1345.23 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 315.00 1355.08 1355.08 1140.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
41 42 43 44 45 46 47 48
ANT ANT ANT ANT ANT ANT ANT ANT
UHF UHF UHF UHF UHF UHF UHF UHF
1 2 3 4 5 6 7 8
ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA ANTENA
PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL
UHF UHF UHF UHF UHF UHF UHF UHF
BANDA BANDA BANDA BANDA BANDA BANDA BANDA BANDA
ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA ANCHA
(4) (4) (4) (4) (4) (4) (4) (4)
134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
315.00 315.00 315.00 315.00 315.00 315.00 315.00 315.00
1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77
Helman O. Mozo
1263.10 1271.77 1263.10 1271.77 1263.10 1271.77 1263.10 1271.77
1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "VIENTO2": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 880 0.00 2.00 0.00 1.20 0.00 0 880 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 827 0.00 2.00 0.00 1.20 0.00 0 827 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 826 0.00 2.00 0.00 1.20 0.00 0 826 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 824 0.00 2.00 0.00 1.20 0.00 0 824 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 823 0.00 2.00 0.00 1.20 0.00 0 823 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 822 0.00 2.00 0.00 1.20 0.00 0 822 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 820 0.00 2.00 0.00 1.20 0.00 0 820 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 819 0.00 2.00 0.00 1.20 0.00 0 819 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 817 0.00 2.00 0.00 1.20 0.00 0 817 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 2920 0.00 2.00 0.00 1.20 0.00 0 2920 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1686 0.00 2.00 0.00 1.20 0.00 0 1686 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1682 0.00 2.00 0.00 1.20 0.00 0 1682 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1678 0.00 2.00 0.00 1.20 0.00 0 1678 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1723 0.00 2.00 0.00 1.20 0.00 0 1723 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1719 0.00 2.00 0.00 1.20 0.00 0 1719 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1714 0.00 2.00 0.00 1.20 0.00 0 1714 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1710 0.00 2.00 0.00 1.20 0.00 0 1710 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 5307 0.00 2.00 0.00 1.20 0.00 0 5307 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5569 0.00 2.00 0.00 1.20 0.00 0 5569 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5535 0.00 2.00 0.00 1.20 0.00 0 5535 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5776 0.00 2.00 0.00 1.20 0.00 0 5776 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5737 0.00 2.00 0.00 1.20 0.00 0 5737 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5425 0.00 2.00 0.00 1.20 0.00 0 5425 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 8343 0.00 2.00 0.00 1.20 0.00 0 8343 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 5653 0.00 2.00 0.00 1.20 0.00 0 5653 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 5802 0.00 2.00 0.00 1.20 0.00 0 5802 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 7085 0.00 2.00 0.00 1.20 0.00 0 7085 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 9172 0.00 2.00 0.00 1.20 0.00 0 9172 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 10524 0.00 2.00 0.00 1.20 0.00 0 10524 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 20570 0.00 2.00 0.00 1.20 0.00 0 20570 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 34061 0.00 2.00 0.00 1.20 0.00 0 34061 66520 0.00 0 32161 67224 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 32161 0.00 2.00 0.00 1.20 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 34127 0.00 2.00 0.00 1.20 0.00 0 34127 65662
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Equipment Load Case Information for "VIENTO3": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 45.00 1.12110 0.29300 -0.04060 4049.52 1058.34 -351.96 4049.52 -1058.34 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 45.00 1.12110 0.29300 -0.04060 931.94 243.56 -40.50 931.94 -243.56 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 45.00 1.12110 0.29300 -0.04060 931.94 243.56 -40.50 931.94 -243.56 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3616.42 945.15 -314.32 3616.42 -945.15 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 45.00 1.62895 0.04880 -0.06130 2952.83 88.46 -200.02 2952.83 -88.46 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3668.04 958.64 -318.81 3668.04 -958.64 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 45.00 1.62895 0.04880 -0.06130 2994.97 89.72 -202.87 2994.97 -89.72 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 45.00 1.12110 0.29300 -0.04060 5866.44 1533.20 -637.35 5866.44 -1533.20 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 45.00 1.12110 0.29300 -0.04060 3750.54 980.21 -325.98 3750.54 -980.21 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 45.00 643.47 -643.47 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 45.00 2458.08 -2458.08 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 45.00 2677.36 -2677.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 45.00 2703.24 -2703.24 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 45.00 2533.47 -2533.47 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 45.00 2598.26 -2598.26 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 45.00 2645.14 -2645.14 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 45.00 1725.86 -1725.86 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 45.00 1743.28 -1743.28 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 45.00 799.59 -799.59 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 45.00 1345.23 -1345.23 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 45.00 1355.08 -1355.08 1140.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00 1271.77 -1271.77 1032.00 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 45.00 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 45.00 1271.77 -1271.77 1032.00 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 45.00 1263.10 -1263.10 1032.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
138.65 999.20 134.22 992.38 138.65 999.20
0.00 0.00 0.00
1.80 1.80 1.80
45.00 45.00 45.00
Helman O. Mozo
1271.77 -1271.77 1032.00 1263.10 -1263.10 1032.00 1271.77 -1271.77 1032.00
EIA Section Load Case Information for "VIENTO3": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.20 1.20 0.65 2.21 0.4 880 0.00 2.00 0.00 1.20 0.00 0 880 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 827 0.00 2.00 0.00 1.20 0.00 0 827 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 826 0.00 2.00 0.00 1.20 0.00 0 826 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 824 0.00 2.00 0.00 1.20 0.00 0 824 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 823 0.00 2.00 0.00 1.20 0.00 0 823 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 822 0.00 2.00 0.00 1.20 0.00 0 822 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 820 0.00 2.00 0.00 1.20 0.00 0 820 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 819 0.00 2.00 0.00 1.20 0.00 0 819 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.20 1.20 0.63 2.33 0.4 817 0.00 2.00 0.00 1.20 0.00 0 817 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.20 1.20 0.60 2.54 1.2 2920 0.00 2.00 0.00 1.20 0.00 0 2920 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1686 0.00 2.00 0.00 1.20 0.00 0 1686 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1682 0.00 2.00 0.00 1.20 0.00 0 1682 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.20 1.20 0.55 2.69 0.6 1678 0.00 2.00 0.00 1.20 0.00 0 1678 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1723 0.00 2.00 0.00 1.20 0.00 0 1723 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1719 0.00 2.00 0.00 1.20 0.00 0 1719 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1714 0.00 2.00 0.00 1.20 0.00 0 1714 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.20 1.20 0.56 2.65 0.7 1710 0.00 2.00 0.00 1.20 0.00 0 1710 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.20 1.20 0.53 2.65 2.1 5307 0.00 2.00 0.00 1.20 0.00 0 5307 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5569 0.00 2.00 0.00 1.20 0.00 0 5569 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5535 0.00 2.00 0.00 1.20 0.00 0 5535 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5776 0.00 2.00 0.00 1.20 0.00 0 5776 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.15 1.15 0.50 2.97 2.1 5737 0.00 2.00 0.00 1.20 0.00 0 5737 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.14 1.14 0.49 3.02 1.9 5425 0.00 2.00 0.00 1.20 0.00 0 5425 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.15 1.15 0.50 2.98 3.0 8343 0.00 2.00 0.00 1.20 0.00 0 8343 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.12 1.12 0.49 3.15 2.0 5653 0.00 2.00 0.00 1.20 0.00 0 5653 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.11 1.11 0.48 3.25 2.0 5802 0.00 2.00 0.00 1.20 0.00 0 5802 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.09 1.09 0.47 3.35 2.4 7085 0.00 2.00 0.00 1.20 0.00 0 7085 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.08 1.08 0.47 3.45 3.0 9172 0.00 2.00 0.00 1.20 0.00 0 9172 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.06 1.06 0.47 3.56 3.4 10524 0.00 2.00 0.00 1.20 0.00 0 10524 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.06 1.06 0.47 3.59 6.8 20570 0.00 2.00 0.00 1.20 0.00 0 20570 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.05 1.05 0.48 3.63 11.8 34061 0.00 2.00 0.00 1.20 0.00 0 34061 66520 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.04 1.04 0.49 3.68 12.0 32161 0.00 2.00 0.00 1.20 0.00 0 32161 67224 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.03 1.03 0.48 3.75 11.6 34127 0.00 2.00 0.00 1.20 0.00 0 34127 65662 Equipment Load Case Information for "VIENTO4": Equipment Label
Equipment Elevation Property Above Set Ground
qzGh
Ice Thick.
Total Wind Wind Incidence Area Angle
222-G CA
222-G CS
222-G CM
Antenna Antenna Axial Side Load FAM Load FSM
Antenna Moment MM
Long. Load
Trans. Load
Vert. Load
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
(m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -395.16 2257.56 849.57 -395.16 -2257.56 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -90.94 519.55 97.76 -90.94 -519.55 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 90.00 -0.10940 0.62500 0.09800 -90.94 519.55 97.76 -90.94 -519.55 1248.00 4 MW D2.44 2 ANT. MICROONDAS D2.4 18.73 713.67 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -352.90 2016.11 758.70 -352.90 -2016.11 2451.75 5 MW D1.8 1 ANT. MICROONDAS D1.8 18.73 713.67 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -21.21 623.21 428.42 -21.21 -623.21 1961.40 6 MW D2.44 3 ANT. MICROONDAS D2.4 26.29 723.86 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -357.94 2044.89 769.53 -357.94 -2044.89 2451.75 7 MW D1.8 2 ANT. MICROONDAS D1.8 26.29 723.86 0.00 2.54 90.00 -0.01170 0.34380 0.13130 -21.51 632.11 434.53 -21.51 -632.11 1961.40 8 MW D3.0 1 ANT. MICROONDAS D3.0 31.32 740.14 0.00 7.07 90.00 -0.10940 0.62500 0.09800 -572.46 3270.47 1538.43 -572.46 -3270.47 4000.00 9 MW D2.44 4 ANT. MICROONDAS D2.4 31.32 740.14 0.00 4.52 90.00 -0.10940 0.62500 0.09800 -365.99 2090.88 786.84 -365.99 -2090.88 2451.75 10 TECNOLOGY ANT ONNY TECHNOLOGY 36.32 758.33 0.00 1.20 90.00 0.00 -910.00 350.00 11 ANT VHF 1 ANT VHF BIII 2DIP 1740X2500 (1) 8.59 799.14 0.00 4.35 90.00 0.00 -3476.25 380.00 12 ANT VHF 2 ANT VHF BIII 2DIP 1740X2500 (1) 71.99 870.43 0.00 4.35 90.00 0.00 -3786.36 380.00 13 ANT VHF 3 ANT VHF BIII 2DIP 1740X2500 (1) 75.36 878.84 0.00 4.35 90.00 0.00 -3822.95 380.00 14 ANT VHF 4 ANT VHF BIII 2DIP 1740X2500 (1) 55.28 823.65 0.00 4.35 90.00 0.00 -3582.87 380.00 15 ANT VHF 5 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 16 ANT VHF 6 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 17 ANT VHF 7 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 18 ANT VHF 8 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 19 ANT VHF 9 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 20 ANT VHF 10 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 21 ANT VHF 11 ANT VHF BIII 2DIP 1740X2500 (1) 62.40 844.71 0.00 4.35 90.00 0.00 -3674.50 380.00 22 ANT VHF 12 ANT VHF BIII 2DIP 1740X2500 (1) 67.95 859.95 0.00 4.35 90.00 0.00 -3740.80 380.00 23 ANT VHF 13 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 24 ANT VHF 14 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 25 ANT VHF 15 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 26 ANT VHF 16 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 27 ANT VHF 17 ANT VHF BIII 2DIP 1250X1550 (1) 83.78 898.65 0.00 2.72 90.00 0.00 -2440.73 380.00 28 ANT VHF 18 ANT VHF BIII 2DIP 1250X1550 (1) 87.87 907.72 0.00 2.72 90.00 0.00 -2465.37 380.00 29 ANT THOMSON1 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 30 ANT THOMSON2 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 31 ANT THOMSON3 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 32 ANT THOMSON4 ANTENA THOMSON 104.96 942.32 0.00 1.20 90.00 0.00 -1130.79 1320.00 33 ANT VHF 19 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 34 ANT VHF 20 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 35 ANT VHF 21 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 36 ANT VHF 22 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 37 ANT VHF 23 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 38 ANT VHF 24 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 39 ANT VHF 25 ANTENA VHF BIII 2DIP 1450X1450 (3) 120.81 970.63 0.00 1.96 90.00 0.00 -1902.44 1140.00 40 ANT VHF 26 ANTENA VHF BIII 2DIP 1450X1450 (3) 125.07 977.74 0.00 1.96 90.00 0.00 -1916.38 1140.00 41 ANT UHF 1 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 42 ANT UHF 2 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 43 ANT UHF 3 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 44 ANT UHF 4 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 45 ANT UHF 5 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 46 ANT UHF 6 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 0.00 -1798.56 1032.00 47 ANT UHF 7 ANTENA PANEL UHF BANDA ANCHA (4) 134.22 992.38 0.00 1.80 90.00 0.00 -1786.29 1032.00 0.00 -1798.56 1032.00 48 ANT UHF 8 ANTENA PANEL UHF BANDA ANCHA (4) 138.65 999.20 0.00 1.80 90.00 EIA Section Load Case Information for "VIENTO4":
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section Label
Z of Z of Ave. Elev. qzGh Ice Face Face Face Face Face Face Face Face Face Face Face NotF NotF NotF NotF NotF NotF Total Total Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 66520 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 67224 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 65662 Equipment Load Case Information for "VIENTO5": Equipment Label
Equipment Elevation qzGh Ice Total Wind 222-G 222-G 222-G Antenna Antenna Antenna Long. Trans. Vert. Property Above Thick. Wind Incidence CA CS CM Axial Side Moment Load Load Load Set Ground Area Angle Load FAM Load FSM MM (m) (Pa) (cm) (m^2) (deg) (N) (N) (N-m) (N) (N) (N) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------1 MW D2.44 1 ANT. MICROONDAS D2.4 8.59 799.14 0.00 4.52 180.00 -1.01560 -3668.45 -3668.45 -0.00 2451.75 2 MW D1.2 1 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 180.00 -1.01560 -844.24 -844.24 -0.00 1248.00 3 MW D1.2 2 ANT. MICROONDAS D1.2 13.34 734.99 0.00 1.13 180.00 -1.01560 -844.24 -844.24 -0.00 1248.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
4 MW D2.44 2 5 MW D1.8 1 6 MW D2.44 3 7 MW D1.8 2 8 MW D3.0 1 9 MW D2.44 4 10 TECNOLOGY 11 ANT VHF 1 12 ANT VHF 2 13 ANT VHF 3 14 ANT VHF 4 15 ANT VHF 5 16 ANT VHF 6 17 ANT VHF 7 18 ANT VHF 8 19 ANT VHF 9 20 ANT VHF 10 21 ANT VHF 11 22 ANT VHF 12 23 ANT VHF 13 24 ANT VHF 14 25 ANT VHF 15 26 ANT VHF 16 27 ANT VHF 17 28 ANT VHF 18 29 ANT THOMSON1 30 ANT THOMSON2 31 ANT THOMSON3 32 ANT THOMSON4 33 ANT VHF 19 34 ANT VHF 20 35 ANT VHF 21 36 ANT VHF 22 37 ANT VHF 23 38 ANT VHF 24 39 ANT VHF 25 40 ANT VHF 26 41 ANT UHF 1 42 ANT UHF 2 43 ANT UHF 3 44 ANT UHF 4 45 ANT UHF 5 46 ANT UHF 6 47 ANT UHF 7 48 ANT UHF 8
ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D2.4 ANT. MICROONDAS D1.8 ANT. MICROONDAS D3.0 ANT. MICROONDAS D2.4 ANT ONNY TECHNOLOGY ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1740X2500 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANT VHF BIII 2DIP 1250X1550 (1) ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA THOMSON ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA VHF BIII 2DIP 1450X1450 (3) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4) ANTENA PANEL UHF BANDA ANCHA (4)
18.73 18.73 26.29 26.29 31.32 31.32 36.32 8.59 71.99 75.36 55.28 62.40 67.95 62.40 67.95 62.40 67.95 62.40 67.95 83.78 87.87 83.78 87.87 83.78 87.87 104.96 104.96 104.96 104.96 120.81 125.07 120.81 125.07 120.81 125.07 120.81 125.07 134.22 138.65 134.22 138.65 134.22 138.65 134.22 138.65
713.67 713.67 723.86 723.86 740.14 740.14 758.33 799.14 870.43 878.84 823.65 844.71 859.95 844.71 859.95 844.71 859.95 844.71 859.95 898.65 907.72 898.65 907.72 898.65 907.72 942.32 942.32 942.32 942.32 970.63 977.74 970.63 977.74 970.63 977.74 970.63 977.74 992.38 999.20 992.38 999.20 992.38 999.20 992.38 999.20
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.52 2.54 4.52 2.54 7.07 4.52 1.20 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.72 2.72 2.72 2.72 2.72 2.72 1.20 1.20 1.20 1.20 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00
-1.01560 -1.05470 -1.01560 -1.05470 -1.01560 -1.01560
-3276.10 -1911.87 -3322.87 -1939.16 -5314.39 -3397.60
-3276.10 -1911.87 -3322.87 -1939.16 -5314.39 -3397.60 -910.00 -3476.25 -3786.36 -3822.95 -3582.87 -3674.50 -3740.80 -3674.50 -3740.80 -3674.50 -3740.80 -3674.50 -3740.80 -2440.73 -2465.37 -2440.73 -2465.37 -2440.73 -2465.37 -1130.79 -1130.79 -1130.79 -1130.79 -1902.44 -1916.38 -1902.44 -1916.38 -1902.44 -1916.38 -1902.44 -1916.38 -1786.29 -1798.56 -1786.29 -1798.56 -1786.29 -1798.56 -1786.29 -1798.56
Helman O. Mozo
-0.00 -0.00 -0.00 -0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2451.75 1961.40 2451.75 1961.40 4000.00 2451.75 350.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 380.00 1320.00 1320.00 1320.00 1320.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1140.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00 1032.00
EIA Section Load Case Information for "VIENTO5": Note: qzGh (adjusted wind pressure) includes: Velocity Pressure Coefficient (Kz), Topographic Factor (Kzt), Gust Effect Factor (Gh), Wind Direction Probability Factor (Kd), Wind Importance Factor (Table 2-3), Wind Load Factor (from Loads/EIA Loads) Section
Z of
Z of Ave. Elev.
qzGh
Ice
Face
Face
Face
Face Face Face Face Face Face
Face
Face
NotF NotF
NotF NotF
NotF
NotF Total
Total
Page
Job
107 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
17:07:07 03/17/10 Designed by
Helman O. Mozo
Label Top Bottom Above Gnd. Thick. AF AR RR*AR AG e DF DR RR CF AE WF AAF CAF AAR CAR AAR*CAR WA Wind Weight (m) (m) (m) (Pa) (cm) (m^2) (m^2) (m^2) (m^2) (m^2) (N) (m^2) (m^2) (m^2) (N) (N) (N) ----------------------------------------------------------------------------------------------------------------------------------------------------------------33 140.87 139.76 140.32 1001.71 0.00 0.33 0.00 0.00 0.8 0.43 1.00 1.00 0.65 2.21 0.3 733 0.00 2.00 0.00 1.20 0.00 0 733 1239 32 139.76 138.65 139.21 1000.04 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 689 0.00 2.00 0.00 1.20 0.00 0 689 1157 31 138.65 137.54 138.10 998.36 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 688 0.00 2.00 0.00 1.20 0.00 0 688 1157 30 137.54 136.43 136.99 996.66 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 687 0.00 2.00 0.00 1.20 0.00 0 687 1157 29 136.43 135.33 135.88 994.96 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 686 0.00 2.00 0.00 1.20 0.00 0 686 1157 28 135.33 134.22 134.77 993.25 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 685 0.00 2.00 0.00 1.20 0.00 0 685 1157 27 134.22 133.11 133.66 991.52 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 683 0.00 2.00 0.00 1.20 0.00 0 683 1157 26 133.11 132.00 132.55 989.78 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 682 0.00 2.00 0.00 1.20 0.00 0 682 1157 25 132.00 130.89 131.44 988.03 0.00 0.30 0.00 0.00 0.8 0.38 1.00 1.00 0.63 2.33 0.3 681 0.00 2.00 0.00 1.20 0.00 0 681 1157 24 130.89 127.91 129.40 984.78 0.00 0.97 0.00 0.00 3.1 0.31 1.00 1.00 0.60 2.54 1.0 2434 0.00 2.00 0.00 1.20 0.00 0 2434 3748 23 127.91 126.49 127.20 981.23 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1405 0.00 2.00 0.00 1.20 0.00 0 1405 3754 22 126.49 125.07 125.78 978.91 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1402 0.00 2.00 0.00 1.20 0.00 0 1402 3754 21 125.07 123.65 124.36 976.57 0.00 0.53 0.00 0.00 2.0 0.27 1.00 1.00 0.55 2.69 0.5 1399 0.00 2.00 0.00 1.20 0.00 0 1399 3754 20 123.65 122.23 122.94 974.21 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1436 0.00 2.00 0.00 1.20 0.00 0 1436 3842 19 122.23 120.81 121.52 971.83 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1432 0.00 2.00 0.00 1.20 0.00 0 1432 3842 18 120.81 119.39 120.10 969.43 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1429 0.00 2.00 0.00 1.20 0.00 0 1429 3842 17 119.39 117.97 118.68 967.00 0.00 0.56 0.00 0.00 2.0 0.28 1.00 1.00 0.56 2.65 0.6 1425 0.00 2.00 0.00 1.20 0.00 0 1425 3992 16 117.97 114.92 116.44 963.14 0.00 1.73 0.00 0.00 6.1 0.28 1.00 1.00 0.53 2.65 1.7 4423 0.00 2.00 0.00 1.20 0.00 0 4423 9283 15 114.92 111.60 113.26 957.54 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4870 0.00 2.00 0.00 1.20 0.00 0 4870 9287 14 111.60 108.28 109.94 951.56 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4839 0.00 2.00 0.00 1.20 0.00 0 4839 9287 13 108.28 104.96 106.62 945.44 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 5012 0.00 2.00 0.00 1.20 0.00 0 5012 9916 12 104.96 101.64 103.30 939.16 0.00 1.79 0.00 0.00 8.8 0.20 1.00 1.00 0.50 2.97 1.8 4979 0.00 2.00 0.00 1.20 0.00 0 4979 9916 11 101.64 98.32 99.98 932.73 0.00 1.69 0.00 0.00 8.8 0.19 1.00 1.00 0.49 3.02 1.7 4743 0.00 2.00 0.00 1.20 0.00 0 4743 9287 10 98.32 93.33 95.83 924.44 0.00 2.63 0.00 0.00 13.2 0.20 1.00 1.00 0.50 2.98 2.6 7259 0.00 2.00 0.00 1.20 0.00 0 7259 14430 9 93.33 89.59 91.47 915.41 0.00 1.75 0.00 0.00 10.9 0.16 1.00 1.00 0.49 3.15 1.7 5044 0.00 2.00 0.00 1.20 0.00 0 5044 9964 8 89.59 85.88 87.73 907.42 0.00 1.78 0.00 0.00 12.7 0.14 1.00 1.00 0.48 3.25 1.8 5249 0.00 2.00 0.00 1.20 0.00 0 5249 10055 7 85.88 81.33 83.60 898.25 0.00 2.16 0.00 0.00 18.0 0.12 1.00 1.00 0.47 3.35 2.2 6500 0.00 2.00 0.00 1.20 0.00 0 6500 12240 6 81.33 75.36 78.34 886.05 0.00 2.79 0.00 0.00 27.9 0.10 1.00 1.00 0.47 3.45 2.8 8531 0.00 2.00 0.00 1.20 0.00 0 8531 15914 5 75.36 67.95 71.66 869.59 0.00 3.21 0.00 0.00 41.2 0.08 1.00 1.00 0.47 3.56 3.2 9943 0.00 2.00 0.00 1.20 0.00 0 9943 18843 4 67.95 55.28 61.62 842.49 0.00 6.45 0.00 0.00 87.6 0.07 1.00 1.00 0.47 3.59 6.5 19494 0.00 2.00 0.00 1.20 0.00 0 19494 39903 3 55.28 36.32 45.80 792.56 0.00 11.29 0.00 0.00 171.5 0.07 1.00 1.00 0.48 3.63 11.3 32458 0.00 2.00 0.00 1.20 0.00 0 32458 66520 2 36.32 18.73 27.53 727.51 0.00 11.53 0.00 0.00 202.2 0.06 1.00 1.00 0.49 3.68 11.5 30842 0.00 2.00 0.00 1.20 0.00 0 30842 67224 1 18.73 0.00 9.37 784.44 0.00 11.23 0.00 0.00 261.2 0.04 1.00 1.00 0.48 3.75 11.2 33061 0.00 2.00 0.00 1.20 0.00 0 33061 65662
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results:
Angle Forces For All Load Cases: Positive for tension - negative for compression Max. Usage Max. Tens. Max. Comp. LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 LC 8 For All LC For All LC For All LC % (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) -----------------------------------------------------------------------------------------------------------------------H18 D1P 32.61 58.885 -39.502 58.885 49.681 43.683 13.163 5.936 -39.502 58.885 47.274 D2 D2P 155.25 85.650 -94.182 85.650 67.274 60.188 -3.440 -14.074 -94.182 85.650 68.925 D3 D3P 217.47 76.204 -81.151 76.204 59.527 54.745 -2.948 -10.270 -81.151 76.204 60.684 D5 D4P 99.64 63.278 -67.966 63.278 48.036 46.602 -5.145 -7.243 -67.966 63.278 49.125 D6 D5P 57.59 53.922 -57.441 53.922 39.654 39.842 -4.449 -4.371 -57.441 53.922 40.438 R6 D6P 15.27 6.175 -8.037 -8.037 -7.089 -6.860 0.096 0.383 6.175 -8.037 -7.011 R3 D7P 117.79 22.889 -20.596 22.889 18.963 15.996 2.427 -1.900 -20.596 22.889 18.791 D4 D8P 158.53 34.766 -48.190 -48.190 -35.659 -41.349 0.357 -8.227 34.766 -48.190 -34.363 R6 D9P 45.35 13.079 -7.591 13.079 12.009 10.429 2.561 0.444 -7.591 13.079 11.487 D7 D10P 60.10 18.407 -24.528 -24.528 -18.390 -17.938 -3.170 -2.470 18.407 -24.528 -17.669 R9 D11P 1.91 1.671 -1.954 -1.954 -1.442 -1.567 -0.058 -0.233 1.671 -1.954 -1.406 D7 D12P 70.95 36.870 -45.144 36.870 22.102 24.912 -6.064 -1.909 -45.144 36.870 23.108 D9 D13P 62.83 27.898 -33.801 27.898 15.116 19.598 -6.003 0.366 -33.801 27.898 15.829 D10 D14P 24.02 8.988 -12.838 -12.838 -11.305 -5.749 -6.115 2.060 8.988 -12.838 -10.826 D10 D15P 149.40 10.137 -15.085 -11.948 -9.065 -13.017 2.045 -3.589 10.137 -11.948 -8.855 D10 D16P 156.14 15.423 -15.765 13.264 13.242 9.433 1.185 -3.944 -15.765 13.264 13.567 D13 D17P 383.90 51.667 -51.050 -51.050 -38.263 -39.238 1.151 -0.281 51.667 -51.050 -38.352 D13 D18P 305.25 40.585 -40.591 40.585 31.797 31.089 0.246 -0.511 -40.591 40.585 31.813 D14 D19P 171.90 66.849 -68.451 -68.451 -53.469 -50.752 -2.343 1.045 66.849 -68.451 -53.286 D14 D20P 162.44 62.536 -64.683 62.536 46.031 48.724 -3.065 0.621 -64.683 62.536 46.314 D15 D21P 125.82 80.170 -79.092 80.170 63.107 58.846 2.958 -2.213 -79.092 80.170 62.991 D15 D22P 122.82 78.866 -77.212 -77.212 -56.113 -60.854 4.159 -2.177 78.866 -77.212 -56.337 D16 D23P 453.79 100.151 -102.071 -102.071 -81.983 -72.837 -6.701 5.159 100.151 -102.071 -81.763 D16 D24P 421.30 92.307 -94.764 92.307 65.228 74.500 -7.349 4.518 -94.764 92.307 65.556 D18 D25P 490.91 124.422 -125.223 -125.223 -82.959 -107.299 17.010 -17.345 124.422 -125.223 -82.885 D18 D26P 509.10 128.456 -129.863 128.456 109.391 84.800 14.691 -16.568 -129.863 128.456 109.590 R9 D27P 59.08 12.664 -9.174 12.664 10.312 8.856 2.724 0.808 -9.174 12.664 9.872 D2 D28P 171.01 81.176 -103.741 -103.741 -78.088 -84.956 -1.223 -11.292 81.176 -103.741 -75.946 D3 D29P 241.11 72.083 -89.972 -89.972 -68.302 -72.950 -0.837 -7.795 72.083 -89.972 -66.691 D5 D30P 102.46 54.882 -69.889 -69.889 -53.602 -54.873 -3.629 -5.217 54.882 -69.889 -52.144 D6 D31P 64.73 52.339 -64.564 -64.564 -50.100 -49.815 -3.273 -2.738 52.339 -64.564 -48.993 R6 D32P 2.66 1.116 -1.401 1.116 0.693 0.857 -0.237 -0.002 -1.401 1.116 0.725 R3 D33P 128.45 22.011 -22.458 -22.458 -15.561 -18.420 2.795 -1.269 22.011 -22.458 -15.638 D4 D34P 137.09 35.461 -41.674 35.461 28.973 23.266 -0.914 -9.631 -41.674 35.461 30.024 R6 D35P 13.97 6.022 -2.338 -2.201 -0.354 -1.864 2.913 0.851 6.022 -2.201 -0.828 D7 D36P 51.03 15.003 -20.825 15.003 8.993 9.397 -2.780 -2.353 -20.825 15.003 9.665 R9 D37P 1.92 1.671 -1.958 1.671 1.289 1.159 -0.063 -0.225 -1.958 1.671 1.325 D7 D38P 158.27 34.939 -43.871 -43.871 -32.465 -29.436 -7.046 -2.251 34.939 -43.871 -31.342 D9 D39P 60.66 26.120 -32.632 -32.632 -24.831 -20.155 -6.913 0.064 26.120 -32.632 -24.010
17:07:07 03/17/10
Group Angle Label Label
NG NG
NG NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG
Helman O. Mozo
Page
Job
109 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27
D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P
26.95 58.23 50.89 64.80 10.35 16.03 82.32 170.44 460.75 130.52 204.52 142.48 138.36 121.18 111.58 397.01 144.66 184.08 142.73 138.44 121.23 112.06 56.70 30.95 35.45 59.37 86.24 9.68 17.43 9.83 7.98 6.90 5.60 37.55 45.37 38.26 36.31 52.66 43.67 36.95 51.80 13.36 5.89 6.48 12.29 8.53 5.43 2.18 0.13 25.24 26.20 25.14
10.888 12.469 5.530 8.260 7.660 16.344 4.565 37.112 59.163 67.166 43.319 50.391 39.630 39.109 33.930 78.964 67.146 52.690 50.455 39.678 39.129 34.192 36.154 37.219 40.375 37.938 37.727 2.611 5.826 2.855 2.630 1.361 1.669 42.387 51.260 43.335 41.183 36.169 30.073 25.610 12.022 6.242 5.019 7.415 9.016 10.679 4.060 1.990 0.111 19.821 20.495 19.731
-14.405 -9.041 -5.179 -6.594 -7.780 -12.047 -8.377 -22.613 -145.808 -41.457 -64.962 -45.255 -43.948 -38.489 -35.442 -125.636 -45.947 -58.469 -45.336 -43.973 -38.505 -35.594 -35.105 -36.821 -42.171 -36.755 -42.191 -2.505 -4.511 -2.546 -2.065 -1.786 -1.449 -43.073 -52.049 -43.883 -41.647 -36.578 -30.330 -25.666 -13.408 -9.044 -5.200 -6.295 -12.898 -8.952 -5.273 -1.922 -0.090 -20.038 -20.805 -19.958
17:07:07 03/17/10
10.888 -9.041 -0.281 0.943 -0.063 2.437 -2.148 8.297 -89.023 66.825 -58.329 50.391 -43.948 39.109 -35.442 10.994 -41.800 43.477 -45.336 39.678 -38.505 34.192 -35.105 34.763 -42.171 37.938 -13.969 2.611 3.042 -0.058 1.209 -1.159 0.651 42.387 -52.049 43.335 -41.647 36.169 -30.330 25.610 -6.033 -6.808 -5.200 6.553 -9.721 5.858 -3.805 1.786 0.096 19.821 -20.805 19.731
3.378 8.829 -5.298 -6.724 -3.557 3.229 -4.653 6.543 -5.910 5.780 -8.317 13.202 -6.729 2.413 -14.185 30.776 -10.233 -145.808 42.557 67.166 -29.014 -64.962 41.436 37.797 -26.971 -42.203 34.191 26.428 -25.379 -29.553 69.252 -69.096 -42.774 -16.691 50.818 13.361 -33.471 -35.605 38.666 21.945 -26.598 -32.801 28.879 23.451 -31.033 -21.549 36.961 14.953 -22.221 -41.884 23.159 34.264 19.211 -41.679 1.756 2.167 -1.179 5.826 -2.020 1.963 -0.670 2.630 -1.765 0.160 -0.601 1.669 36.360 27.980 -34.785 -44.416 36.086 29.896 -29.107 -34.402 29.501 25.338 -21.805 -24.657 19.785 19.344 -13.219 4.347 -1.286 -9.044 -2.883 -4.788 2.320 7.415 -1.677 -12.898 10.591 -2.186 -5.243 -0.202 1.974 0.421 0.080 0.083 16.930 12.677 -13.437 -17.747 16.160 13.192
-5.618 2.223 2.631 0.762 -5.131 5.530 -6.360 8.260 -7.780 7.638 -11.437 16.344 -8.377 4.016 -20.543 37.112 49.442 -127.154 -2.392 27.736 15.615 -30.604 4.960 0.158 7.957 -12.257 5.315 -4.711 2.963 -4.457 47.996 -125.636 -2.952 28.305 15.996 -31.000 4.520 0.614 8.308 -12.619 4.621 -3.982 2.193 -3.612 -4.880 5.921 12.522 -14.552 12.597 -14.424 -6.911 8.103 37.088 -42.191 1.333 -1.234 -4.441 5.020 -2.504 2.855 -2.029 2.334 -1.173 1.361 -1.425 1.623 3.235 -3.897 6.098 -6.891 3.824 -4.368 3.323 -3.791 2.499 -2.903 1.829 -2.090 -0.035 -0.021 -10.502 12.022 4.780 -5.338 1.205 -1.382 -3.213 3.472 7.471 -8.164 8.221 -8.952 -3.345 3.597 0.629 -0.769 0.001 0.005 2.508 -2.742 2.888 -3.194 1.904 -2.130
-14.405 12.469 0.680 0.958 -0.080 2.472 -2.214 8.275 11.297 -41.457 43.319 -45.255 39.630 -38.489 33.930 -88.666 67.146 -58.469 50.455 -43.973 39.129 -35.594 36.154 -36.821 40.375 -36.755 8.873 -2.505 -2.462 0.409 -0.904 1.347 -0.454 -43.073 51.260 -43.883 41.183 -36.578 30.073 -25.666 7.554 6.242 5.019 -6.295 9.016 -6.580 4.060 -1.922 -0.090 -20.038 20.495 -19.958
10.888 -9.041 -0.281 0.943 -0.063 2.437 -2.148 8.297 -89.023 66.825 -58.329 50.391 -43.948 39.109 -35.442 10.994 -41.800 43.477 -45.336 39.678 -38.505 34.192 -35.105 34.763 -42.171 37.938 -13.969 2.611 3.042 -0.058 1.209 -1.159 0.651 42.387 -52.049 43.335 -41.647 36.169 -30.330 25.610 -6.033 -6.808 -5.200 6.553 -9.721 5.858 -3.805 1.786 0.096 19.821 -20.805 19.731
3.798 -5.726 -3.604 -4.887 -5.889 -8.927 -6.180 -16.255 -0.513 39.381 -27.140 40.791 -26.435 34.112 -25.195 78.964 -45.947 52.690 -34.114 39.200 -26.679 29.051 -31.167 37.219 -21.995 23.009 19.850 1.744 -1.249 -2.062 -0.706 -1.786 -0.624 36.444 -34.689 36.151 -29.052 29.549 -21.776 19.790 -13.408 -1.213 -2.861 2.289 -1.591 10.679 -5.273 1.990 0.079 16.957 -13.399 16.188
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
110 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25
D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P
24.81 24.30 22.80 15.39 13.88 13.34 13.03 12.52 12.21 11.66 10.15 2.69 1.37 0.60 0.42 339.73 2.30 22.15 187.10 2.20 0.00 5.08 3.43 2.78 1.72 1.11 0.54 2.48 0.08 54.47 56.39 39.37 26.31 16.07 5.25 6.89 6.81 11.68 24.79 6.79 7.07 15.93 23.78 16.83 11.21 69.94 29.52 65.78 69.88 49.30 33.48 14.12
19.498 19.090 17.913 12.064 10.889 10.463 10.227 9.825 9.588 9.161 7.978 2.090 0.905 0.541 0.269 41.409 0.721 2.361 14.016 0.841 15.521 3.777 2.609 2.672 1.341 0.910 0.508 1.773 0.077 520.522 519.575 358.151 217.256 120.128 27.952 26.323 22.563 33.672 31.524 0.000 0.000 0.000 19.296 0.000 0.000 543.504 269.330 630.607 544.370 392.315 266.156 156.204
-19.701 -19.294 -18.102 -12.217 -11.022 -10.590 -10.346 -9.938 -9.693 -9.259 -8.057 -2.136 -1.092 -0.478 -0.330 -34.569 -1.076 -4.081 -20.279 -1.027 -17.828 -3.440 -2.321 -1.655 -1.161 -0.749 -0.367 -1.675 -0.041 -753.360 -754.175 -528.651 -333.983 -179.948 -50.124 -43.798 -51.950 -69.182 -72.031 -50.862 -52.436 -55.337 -158.800 -134.793 -137.670 -972.405 -441.470 -914.195 -971.539 -685.497 -465.478 -243.766
17:07:07 03/17/10
-19.701 19.090 -18.102 12.064 -11.022 10.463 -10.346 9.825 -9.693 9.161 -8.057 2.090 -0.931 0.459 -0.276 4.332 0.721 -4.081 -20.279 -1.027 -17.828 0.579 0.088 1.846 0.035 0.190 0.012 1.773 -0.041 -492.817 -493.854 -338.087 -209.089 -101.842 -15.777 23.440 9.789 14.725 11.859 -46.804 -48.505 -51.414 -142.226 -124.942 -127.804 -658.368 -294.596 -601.483 -657.502 -465.618 -316.957 -177.793
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-15.895 13.059 -14.375 8.301 -8.984 7.306 -8.204 6.955 -7.452 6.571 -6.036 1.598 -0.815 0.382 -0.239 33.605 0.638 -2.335 -17.192 -0.519 -12.947 3.189 1.946 2.672 0.994 0.786 0.366 1.387 0.007 -749.871 -750.934 -526.152 -333.068 -179.604 -50.124 23.651 17.135 26.708 23.846 -48.102 -47.604 -50.521 -158.800 -134.793 -137.670 -972.405 -441.470 -910.505 -971.539 -685.497 -465.478 -243.766
1.480 1.320 1.145 0.952 0.788 0.656 0.528 0.401 0.280 0.164 0.081 0.033 0.006 -0.001 -0.001 -33.596 -0.393 -2.054 -1.040 -0.496 -1.570 -3.393 -2.281 -1.623 -1.137 -0.727 -0.348 -0.089 -0.004 495.986 495.039 350.123 217.256 120.128 26.427 -33.224 -45.199 -62.030 -64.885 -32.723 -43.467 -46.334 -2.356 -22.698 -25.484 527.982 264.817 600.362 528.847 379.378 259.390 130.858
-1.684 -1.525 -1.333 -1.105 -0.921 -0.783 -0.648 -0.514 -0.385 -0.263 -0.160 -0.079 -0.032 -0.018 -0.006 41.409 0.147 0.322 0.109 0.216 0.949 3.777 2.609 1.890 1.341 0.910 0.508 0.187 0.039 -467.809 -468.846 -330.188 -210.256 -117.889 -39.391 10.944 0.909 5.498 2.639 -50.862 -52.436 -55.337 -115.402 -102.928 -105.780 -642.776 -300.979 -570.424 -641.910 -452.574 -310.138 -152.472
19.498 -19.294 17.913 -12.217 10.889 -10.590 10.227 -9.938 9.588 -9.259 7.978 -2.136 0.905 -0.478 0.269 3.481 -1.076 2.361 14.016 0.841 15.521 -0.197 0.240 -1.580 0.170 -0.008 0.148 -1.675 0.077 520.522 519.575 358.151 216.762 105.175 4.369 -43.798 -51.950 -69.182 -72.031 -33.927 -44.581 -47.444 19.296 -4.133 -6.914 543.504 258.495 630.607 544.370 392.315 266.156 156.204
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Helman O. Mozo
-13.449 15.222 -12.511 9.858 -7.685 8.398 -7.311 7.653 -6.941 6.905 -5.842 1.691 -0.781 0.398 -0.235 -26.125 NG 0.291 -3.859 -17.599 NG -0.947 -14.527 Axial force too large for fictitious member -2.253 -1.743 0.009 -0.885 -0.460 -0.297 1.163 -0.032 -7.215 -7.959 2.147 3.741 12.867 12.624 1.541 -9.243 -13.619 -15.767 -27.057 -31.785 -33.955 -65.554 -64.216 -66.340 -53.072 -9.334 -11.686 -52.423 -36.375 -23.798 -27.335
??
Page
Job
111 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7
D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P
25.62 32.35 32.96 6.40 26.55 12.24 4.40 14.65 25.09 38.22 54.82 54.75 49.37 39.67 39.60 33.55 26.71 26.64 22.55 19.39 16.66 11.90 10.10 34.96 34.88 26.17 19.59 13.71 9.89 3.16 0.61 0.14 29.53 22.88 16.50 11.75 8.13 4.76 1.72 0.31 0.05 47.73 2.72 126.12 173.93 70.02 42.38 2.89 98.55 95.52 17.07 49.09
277.502 100.939 118.974 22.573 228.593 22.418 29.270 121.636 218.416 359.105 463.743 464.672 391.324 324.159 325.151 265.227 214.483 215.179 255.423 214.455 189.333 135.924 112.928 108.092 111.098 94.567 70.479 49.044 35.099 10.841 1.745 0.216 108.583 84.011 60.102 42.578 29.504 17.248 5.788 0.665 0.078 51.969 1.030 63.752 55.678 38.694 35.666 1.296 18.223 21.376 6.169 15.090
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17:07:07 03/17/10
-310.932 -109.999 -129.898 -27.585 -267.062 18.608 -13.812 -100.182 -207.813 -337.039 -510.062 -509.134 -466.610 -371.794 -370.802 -317.886 -251.423 -250.495 -242.017 -240.521 -178.410 -127.598 -127.499 -120.738 -118.537 -104.772 -80.005 -55.422 -40.798 -15.168 -2.925 -0.701 -104.558 -80.174 -56.797 -40.972 -27.762 -15.351 -4.362 -0.933 -0.121 -2.551 0.254 -12.827 -9.100 -5.868 -3.352 0.035 -1.676 -8.876 0.813 -2.010
-36.832 -4.779 -14.295 -7.057 -21.863 -5.566 12.975 14.795 5.874 5.646 -31.265 -30.337 -46.537 -28.049 -27.058 -31.080 -20.770 -19.841 15.376 -35.587 12.329 9.260 -21.131 -7.484 -3.837 -14.158 -13.492 -8.804 -7.715 -6.385 -1.640 -0.492 4.675 4.357 3.842 2.203 2.154 2.120 1.643 0.009 0.024 33.408 -0.675 38.285 34.639 24.658 23.867 -1.038 11.627 -25.205 4.256 -13.840
-442.439 -163.339 -182.517 -35.428 -393.521 18.630 -48.115 -177.904 -331.760 -525.078 -762.175 -761.247 -686.489 -551.545 -550.554 -466.407 -371.316 -370.387 -389.334 -334.897 -287.623 -205.410 -174.333 -176.501 -176.074 -144.892 -108.496 -75.906 -54.766 -17.472 -3.358 -0.776 -163.511 -126.716 -91.347 -65.058 -45.020 -26.367 -9.528 -1.744 -0.267 -33.438 0.997 -60.890 -50.694 -35.596 -30.353 1.025 -13.780 9.937 -2.067 9.904
252.423 99.326 107.373 16.458 223.336 -37.278 28.214 121.636 218.416 351.077 451.847 452.775 378.386 317.703 318.695 258.461 209.372 210.301 251.544 184.841 186.353 133.833 94.844 106.481 109.741 82.383 58.714 41.591 28.625 5.107 0.412 -0.077 107.253 82.762 58.938 41.808 28.820 16.650 5.274 0.544 0.047 51.969 -1.275 61.924 54.357 37.417 34.742 -1.519 18.223 -29.038 6.169 -20.035
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277.502 97.107 118.974 22.573 225.034 -47.891 6.156 106.683 217.922 359.105 463.743 464.672 391.324 324.159 325.151 265.227 210.556 211.485 211.011 214.455 154.589 110.889 112.928 107.833 107.705 94.567 70.479 49.044 35.099 10.841 1.745 0.216 93.923 70.185 47.492 34.813 22.289 10.565 0.255 -0.028 -0.124 18.071 -0.497 -2.051 -1.683 -4.295 -3.982 -0.278 2.713 -0.161 2.957 -3.346
-310.932 -109.999 -129.898 -27.585 -267.062 18.608 -13.812 -100.182 -207.813 -337.039 -510.062 -509.134 -466.610 -371.794 -370.802 -317.886 -251.423 -250.495 -242.017 -240.521 -178.410 -127.598 -127.499 -120.738 -118.537 -104.772 -80.005 -55.422 -40.798 -15.168 -2.925 -0.701 -104.558 -80.174 -56.797 -40.972 -27.762 -15.351 -4.362 -0.933 -0.121 -2.551 0.254 -12.827 -9.100 -5.868 -3.352 0.035 -1.676 -8.876 0.813 -2.010
-32.651 -3.166 -12.930 -6.430 -16.606 -1.778 14.031 14.055 4.654 2.897 -25.489 -24.792 -37.119 -22.098 -21.354 -24.494 -15.659 -14.963 19.255 -32.326 15.309 11.351 -19.308 -5.873 -2.479 -12.882 -12.300 -8.006 -7.002 -5.844 -1.492 -0.431 6.005 5.606 5.006 2.973 2.839 2.718 2.157 0.130 0.055 31.453 -0.642 40.113 35.961 25.936 24.792 -1.007 11.488 -24.110 3.784 -13.163
NG NG
Helman O. Mozo
Page
Job
112 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22
D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P D224P D225P D226P D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P
2.01 141.24 52.32 24.09 179.08 175.86 353.60 356.29 148.75 146.77 115.56 109.73 389.64 404.38 460.15 459.27 58.77 14.44 131.47 169.02 70.23 42.55 2.84 128.93 102.90 16.91 48.63 2.01 149.18 56.10 19.72 60.18 38.10 45.37 6.61 10.33 57.42 100.28 382.15 139.28 202.43 138.10 138.25 115.84 110.78 384.39 139.10 203.92 138.04 138.16 115.69 111.23
1.807 31.311 22.438 9.201 16.132 15.802 47.370 47.722 57.593 56.806 73.780 70.149 85.946 89.110 116.078 115.637 12.113 6.461 67.047 53.847 38.748 35.748 1.270 23.583 23.661 6.140 14.959 1.800 33.358 24.321 6.943 12.321 3.872 6.242 4.546 11.154 3.334 22.882 37.720 68.206 43.752 51.015 38.450 39.302 32.508 38.210 68.685 43.731 50.992 38.430 39.265 32.713
-2.052 -39.148 -28.146 -12.878 -18.081 -17.756 -47.021 -47.379 -59.230 -58.444 -72.648 -68.978 -87.642 -90.958 -117.376 -117.153 -9.126 -6.754 -79.755 -63.071 -47.905 -42.440 -1.492 -22.543 -31.282 -2.831 -19.847 -2.049 -41.351 -30.179 -10.538 -9.343 -3.876 -4.616 -4.967 -7.760 -5.843 -13.305 -120.936 -44.240 -64.296 -43.864 -43.911 -36.793 -35.186 -121.643 -44.183 -64.771 -43.845 -43.882 -36.746 -35.329
17:07:07 03/17/10
-0.226 -1.646 1.228 -2.052 1.772 -2.280 20.333 -26.065 30.211 -39.148 0.037 15.277 -16.957 21.640 -28.146 2.162 -5.564 7.542 -12.878 8.703 -3.575 -17.193 11.397 -18.081 15.854 -3.260 11.354 -16.771 15.532 -17.756 -0.808 -36.563 35.582 -46.978 47.370 -0.561 35.976 -36.673 47.722 -47.329 0.921 -44.230 45.080 -59.230 57.358 1.385 44.816 -43.383 56.580 -58.444 -2.429 54.162 -57.464 73.780 -72.483 -2.612 -54.967 51.500 -68.818 70.149 4.984 -62.589 69.758 -87.642 85.700 5.504 72.346 -64.585 88.853 -90.958 -17.499 -102.536 75.351 -117.376 115.888 -17.023 75.346 -102.041 115.430 -117.153 0.759 8.495 -6.474 12.113 -8.696 0.213 4.819 -4.564 6.420 -6.754 -12.607 -63.072 40.745 -79.755 65.231 -8.935 -49.306 33.445 -63.071 52.531 -5.685 -35.573 24.824 -47.905 37.464 -3.192 -30.365 24.035 -42.440 34.816 0.013 0.991 -1.036 1.239 -1.492 -1.596 -17.493 15.455 -22.395 23.583 -8.945 11.505 -26.836 22.570 -31.282 0.836 -2.030 4.253 -2.359 6.140 -2.088 9.757 -13.757 14.287 -19.847 -0.244 1.211 -1.657 1.765 -2.049 -1.954 -27.400 21.998 -41.351 32.244 0.308 -18.209 16.789 -30.179 23.511 2.020 5.850 -4.004 6.452 -10.538 0.820 -6.588 8.683 -8.915 12.321 3.872 2.611 3.224 -0.420 0.404 6.242 4.970 4.983 0.809 0.826 4.546 3.397 3.402 -0.222 -0.215 11.154 8.996 8.992 1.712 1.707 3.334 2.205 2.211 -1.279 -1.270 22.882 18.825 18.879 4.798 4.872 -96.728 -120.936 -43.556 -78.886 19.203 29.857 68.206 -15.783 65.744 -41.182 -29.921 -64.296 13.972 -58.099 41.715 6.940 43.177 -30.258 51.015 -42.847 -12.826 -42.703 21.347 -43.911 37.678 0.107 30.165 -29.116 39.302 -36.437 -5.773 -31.134 21.459 -35.186 32.131 -97.212 -43.515 -121.643 19.741 -79.388 30.588 -15.218 68.685 -41.121 65.683 -30.611 13.461 -64.771 41.691 -58.073 7.649 -29.735 43.666 -42.825 50.992 -13.496 20.851 -43.160 37.655 -43.882 0.925 -28.493 30.721 -36.385 39.265 -5.998 21.451 -31.402 32.342 -35.329
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-0.226 -1.611 -2.280 21.433 0.037 16.075 2.162 -5.066 -3.575 -16.915 -3.260 11.625 -0.808 -36.606 -0.561 35.926 0.921 -43.995 1.385 45.042 -2.429 53.998 -2.612 -55.127 4.984 -62.343 5.504 72.603 -17.499 -102.345 -17.023 75.554 0.759 8.065 0.213 4.860 -12.607 -61.256 -8.935 -47.989 -5.685 -34.288 -3.192 -29.433 0.013 1.022 -1.596 -17.641 -8.945 12.596 0.836 -2.503 -2.088 10.429 -0.244 1.246 -1.954 -26.287 0.308 -17.398 2.020 6.341 0.820 -7.016 3.872 2.614 6.242 4.769 4.546 3.453 11.154 8.572 3.334 2.524 22.882 17.623 -96.728 -113.506 29.857 65.148 -29.921 -62.259 6.940 42.160 -12.826 -41.930 0.107 29.809 -5.773 -30.757 -97.212 -36.086 30.588 -18.280 -30.611 15.501 7.649 -30.755 -13.496 21.626 0.925 -28.854 -5.998 21.822
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
113 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28
D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P
335.58 57.20 34.47 38.23 60.30 88.35 11.18 12.96 6.55 5.95 7.57 4.52 38.84 46.72 37.76 36.26 54.21 43.46 37.12 39.97 13.07 5.36 6.53 12.36 10.76 4.10 1.83 0.13 23.82 25.86 25.25 25.05 24.37 23.34 14.96 13.93 13.38 13.11 12.53 12.25 11.71 10.68 2.20 1.17 0.59 0.35 3.38 2.23 3.20 1.11 0.71 0.35
42.924 36.543 38.197 43.751 38.560 38.032 2.823 5.489 1.942 2.111 2.206 1.615 44.124 53.124 42.955 41.291 37.392 30.016 25.745 14.441 5.695 4.591 7.488 8.831 8.344 5.718 1.436 0.092 18.765 20.353 19.911 19.772 19.232 18.426 11.785 10.984 10.553 10.337 9.883 9.667 9.242 8.435 1.721 0.913 0.456 0.271 2.540 1.724 2.549 0.885 0.598 0.337
-34.147 -35.413 -41.007 -45.481 -37.331 -43.225 -2.894 -3.354 -1.695 -1.541 -1.961 -1.169 -44.550 -53.597 -43.312 -41.595 -37.649 -30.183 -25.780 -10.347 -8.843 -4.740 -6.352 -12.974 -11.289 -3.990 -1.617 -0.089 -18.912 -20.536 -20.048 -19.888 -19.349 -18.535 -11.875 -11.062 -10.627 -10.407 -9.949 -9.728 -9.299 -8.480 -1.750 -0.930 -0.468 -0.276 -2.284 -1.508 -2.163 -0.749 -0.478 -0.233
17:07:07 03/17/10
42.924 7.030 -15.094 -14.014 8.314 -43.225 -1.171 3.772 1.942 1.769 0.971 1.314 -3.624 -4.635 -3.207 -2.811 -2.084 -1.512 -0.079 11.851 -5.804 -1.164 3.635 -8.232 -9.093 3.669 -0.822 0.003 -2.164 -2.182 -1.465 -1.098 -0.998 -0.885 -0.732 -0.607 -0.514 -0.427 -0.339 -0.254 -0.176 -0.109 -0.056 -0.025 -0.012 -0.004 2.540 1.724 1.247 0.885 0.598 0.337
33.873 -21.346 17.531 -44.290 34.828 -42.662 1.165 5.489 1.259 2.111 -0.704 1.615 31.051 -44.070 30.491 -33.748 26.901 -24.259 19.679 3.712 -8.843 -4.296 7.488 -12.974 -2.476 -0.168 0.368 0.080 12.465 -16.940 13.766 -15.587 13.532 -14.372 8.362 -8.792 7.554 -8.096 7.112 -7.392 6.679 -6.307 1.348 -0.815 0.379 -0.238 2.316 1.324 2.549 0.688 0.563 0.275
33.543 32.381 -41.007 22.628 -21.880 -24.071 -2.890 0.323 1.737 0.615 2.206 0.394 -36.727 36.927 -35.450 29.425 -30.127 21.942 -19.813 14.441 0.019 2.510 -1.993 0.480 -11.289 5.718 -1.617 -0.074 -15.727 13.620 -15.995 13.915 -15.057 13.017 -9.485 7.860 -8.345 7.438 -7.637 6.994 -6.960 6.129 -1.443 0.770 -0.402 0.230 1.541 1.308 -0.638 0.670 0.362 0.257
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32.776 -21.508 17.799 -44.038 34.649 -42.012 1.161 5.439 1.230 2.084 -0.720 1.598 31.106 -44.005 30.539 -33.707 26.935 -24.237 19.683 3.525 -8.765 -4.276 7.455 -12.888 -2.385 -0.200 0.384 0.079 12.487 -16.914 13.784 -15.571 13.548 -14.358 8.374 -8.781 7.564 -8.087 7.121 -7.384 6.687 -6.301 1.351 -0.813 0.380 -0.237 2.285 1.298 2.528 0.673 0.549 0.263
NG
Helman O. Mozo
Page
Job
114 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27
D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P
3.28 0.05 53.84 55.74 39.45 26.75 17.24 7.33 5.18 6.04 10.66 22.71 6.74 7.02 15.82 21.59 14.25 9.56 69.30 29.68 65.08 69.24 48.89 33.29 14.20 25.74 32.41 32.83 6.40 26.57 9.46 6.21 15.72 25.46 38.24 54.29 54.22 48.96 39.37 39.29 33.36 26.62 26.56 22.55 19.45 16.72 11.93 10.13 35.00 34.83 26.18 19.60
2.276 0.044 508.063 507.116 355.993 219.947 122.053 30.055 13.713 16.459 27.062 24.922 0.000 0.000 0.000 14.128 0.000 0.000 542.252 267.491 616.919 542.902 388.474 265.676 160.579 285.285 99.306 119.737 23.279 230.118 9.777 31.842 123.561 221.300 357.137 457.539 458.235 387.731 323.605 324.349 264.979 214.911 215.607 250.631 219.338 185.896 133.787 115.615 109.610 109.523 96.287 71.923
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17:07:07 03/17/10
0.130 0.030 -479.943 -480.980 -336.654 -213.420 -120.254 -42.803 6.241 0.075 4.094 1.240 -43.662 -45.318 -48.225 -120.404 -99.360 -102.688 -645.977 -299.632 -587.232 -645.111 -457.551 -313.319 -152.593 -283.551 -112.214 -117.690 -21.424 -265.924 1.368 -40.838 -118.594 -211.428 -334.888 -499.722 -498.794 -458.542 -365.869 -364.878 -314.248 -249.530 -248.601 -281.651 -210.648 -209.779 -150.509 -109.224 -119.479 -120.345 -92.288 -68.062
1.711 0.044 -741.132 -742.195 -527.314 -338.855 -192.880 -69.955 10.951 11.082 20.148 17.294 -46.193 -45.673 -48.589 -144.165 -114.136 -117.480 -963.529 -443.899 -900.742 -962.663 -679.743 -462.878 -245.151 -444.493 -163.635 -181.765 -35.451 -393.740 5.899 -67.946 -191.180 -336.723 -525.413 -754.836 -753.907 -680.734 -547.326 -546.334 -463.807 -370.181 -369.252 -389.433 -335.906 -288.674 -205.959 -174.984 -176.705 -175.851 -144.969 -108.556
-1.496 0.009 5.835 4.843 7.534 3.699 -0.185 -7.910 -13.298 -22.630 -29.327 -32.181 -35.085 -41.309 -44.198 -63.206 -63.028 -66.318 -58.671 -18.794 2.560 -57.805 -39.806 -27.571 9.720 7.170 -7.824 3.216 2.137 -19.898 -17.761 -6.034 1.399 5.371 8.989 -23.874 -22.945 -40.798 -23.828 -22.836 -28.499 -19.186 -18.257 -44.487 11.156 -34.228 -25.136 7.498 -5.340 -6.808 4.532 4.279
2.276 0.012 -468.686 -469.723 -333.785 -214.539 -118.571 -40.424 10.400 2.773 7.549 4.690 -50.447 -52.041 -54.944 -117.604 -100.601 -103.916 -642.874 -299.115 -570.991 -642.008 -452.624 -310.122 -179.491 -314.471 -110.429 -129.254 -27.665 -266.903 5.527 -38.459 -116.911 -212.547 -332.019 -497.852 -496.924 -453.616 -365.187 -364.195 -311.051 -250.642 -249.713 -243.239 -242.180 -180.413 -128.549 -128.387 -120.907 -118.498 -105.216 -80.257
-2.212 0.013 496.790 495.843 352.801 219.947 119.542 26.581 -32.961 -46.114 -63.145 -66.001 -31.949 -42.680 -45.547 -0.786 -25.483 -28.723 527.916 262.966 600.841 528.782 379.332 259.335 157.873 281.105 97.530 118.378 22.652 224.859 -37.013 28.368 121.050 221.300 353.945 451.798 452.727 378.340 317.674 318.665 258.406 209.804 210.733 212.264 216.068 156.563 111.846 113.787 107.997 107.670 95.010 70.731
-0.065 -0.005 508.063 507.116 355.993 219.458 122.053 30.055 -27.544 -42.101 -58.413 -61.273 -37.081 -47.774 -50.638 -0.884 -28.055 -31.286 531.522 263.406 616.919 532.388 384.521 262.647 130.948 250.113 99.306 106.822 16.411 223.879 -31.597 31.842 123.561 220.811 357.137 453.767 454.696 383.530 318.440 319.432 261.719 208.706 209.635 250.631 184.496 185.896 133.787 94.610 106.562 109.523 82.080 58.536
0.130 0.030 -479.943 -480.980 -336.654 -213.420 -120.254 -42.803 6.241 0.075 4.094 1.240 -43.662 -45.318 -48.225 -120.404 -99.360 -102.688 -645.977 -299.632 -587.232 -645.111 -457.551 -313.319 -152.593 -283.551 -112.214 -117.690 -21.424 -265.924 1.368 -40.838 -118.594 -211.428 -334.888 -499.722 -498.794 -458.542 -365.869 -364.878 -314.248 -249.530 -248.601 -281.651 -210.648 -209.779 -150.509 -109.224 -119.479 -120.345 -92.288 -68.062
1.704 0.042 -744.665 -745.481 -529.724 -339.574 -193.048 -68.285 13.713 16.459 27.062 24.922 -35.941 -33.880 -36.074 -129.251 -98.316 -100.841 -949.193 -439.374 -904.491 -948.543 -670.600 -456.537 -242.444 -440.314 -162.021 -180.406 -34.824 -388.481 9.777 -66.745 -191.744 -337.861 -528.186 -749.096 -748.399 -671.344 -541.395 -540.651 -457.234 -365.074 -364.377 -385.554 -332.636 -285.688 -203.868 -173.156 -175.093 -174.494 -143.693 -107.365
Helman O. Mozo
Page
Job
115 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7
D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P
13.69 9.90 3.16 0.58 0.14 29.51 22.87 16.45 11.74 8.12 4.76 1.69 0.31 0.06 47.02 14.06 170.60 227.65 81.25 50.17 2.74 154.68 112.29 14.32 40.64 2.10 118.33 41.24 14.56 170.02 180.87 349.42 348.27 145.23 144.75 112.39 112.77 415.95 415.15 483.39 482.10 52.57 17.89 155.08 204.02 78.98 45.61 11.45 144.90 130.44 32.10 45.08
49.793 35.950 11.437 1.653 0.273 106.944 82.410 58.716 41.646 28.703 16.576 5.250 0.547 0.048 57.556 6.151 80.198 66.331 41.719 39.125 1.164 26.509 27.043 6.082 10.868 1.859 23.965 15.767 4.537 16.389 14.971 46.669 46.846 55.778 55.972 72.185 72.005 91.119 91.418 121.872 122.177 11.599 6.415 87.366 71.280 48.252 40.950 4.078 29.515 26.321 10.958 12.546
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17:07:07 03/17/10
2.493 -55.377 2.181 -40.937 2.102 -15.223 0.280 -2.688 0.001 -0.698 -14.889 -104.750 -13.923 -80.402 -13.037 -56.702 -8.160 -41.083 -7.503 -27.814 -6.832 -15.378 -5.909 -4.108 -0.978 -0.928 -0.268 -0.120 -21.608 4.900 4.047 0.137 -79.336 -11.964 -66.089 -8.415 -42.748 -5.759 -39.207 -3.277 0.724 0.003 -19.057 -1.399 22.587 -8.870 -0.400 0.847 6.076 -2.565 1.423 -0.222 -24.631 -2.018 -17.440 0.282 -1.423 2.171 14.189 -3.470 -12.841 -3.541 36.308 -0.559 -34.869 -0.566 41.150 1.036 -45.798 0.865 -51.719 -2.156 57.424 -2.232 64.459 4.746 -75.572 4.594 104.591 -16.230 -81.663 -16.761 -4.677 0.782 -7.521 0.660 70.457 -13.608 56.647 -9.453 37.177 -6.418 29.905 -4.042 -6.002 -0.101 25.207 -2.183 -30.100 -8.745 10.865 0.958 -14.007 -2.526
48.995 41.461 -47.843 -74.987 35.237 28.536 -34.236 -54.089 10.896 5.101 -9.428 -16.964 1.505 0.420 -1.604 -3.049 0.212 -0.076 -0.410 -0.711 94.130 106.944 -117.563 -162.064 70.413 82.410 -92.400 -125.379 47.402 58.716 -68.016 -89.952 34.924 41.646 -47.805 -64.248 22.342 28.703 -34.175 -44.285 10.593 16.576 -21.361 -25.732 0.005 5.250 -9.353 -8.814 -0.032 0.547 -1.508 -1.619 -0.123 0.048 -0.291 -0.235 15.107 57.556 -37.688 -32.837 -0.461 -6.577 6.151 4.517 -2.167 80.198 -103.494 -83.983 -1.757 66.331 -84.950 -69.011 -4.078 41.719 -55.422 -42.702 -3.736 39.125 -50.038 -37.944 -0.250 -1.442 1.164 0.932 2.659 26.509 -27.045 -22.020 -0.429 -34.135 27.043 18.142 2.928 6.082 -2.270 -2.397 -2.835 -16.588 10.868 7.043 -0.063 -2.144 1.859 1.329 -6.992 23.965 -32.800 -20.401 -6.863 15.767 -22.187 -11.871 -5.730 -7.785 4.181 4.537 0.999 -17.166 14.813 11.076 1.644 14.971 -16.987 -16.241 0.648 -46.464 46.669 35.282 1.215 46.846 -46.312 -36.084 -3.221 -57.828 55.778 44.402 -2.394 55.972 -57.637 -43.015 3.839 72.185 -70.651 -56.274 3.194 -70.894 72.005 52.936 -7.355 -93.559 91.119 73.988 -6.386 91.418 -93.379 -66.816 14.590 -123.304 121.872 80.569 16.171 122.177 -122.975 -105.437 2.635 11.599 -8.163 -6.525 -0.073 6.415 -8.372 -6.959 -3.150 -94.077 87.366 65.155 -2.310 -76.131 71.280 53.209 -4.167 -53.871 48.252 36.816 -3.977 -45.493 40.950 30.833 -0.397 4.078 -6.028 -5.722 2.125 -25.334 29.515 22.032 -0.478 26.321 -39.651 -34.331 3.085 -5.375 10.958 8.792 -3.102 12.546 -18.400 -12.945
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
116 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26
D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P
2.09 118.03 41.13 14.47 52.41 49.21 64.74 10.36 16.02 82.50 169.78 396.85 142.42 181.75 140.41 136.26 118.96 109.66 459.19 128.72 202.93 140.39 136.20 118.93 110.07 342.18 57.62 34.48 36.81 60.38 84.38 7.92 20.54 9.58 9.13 4.60 5.71 38.88 45.52 38.40 36.47 52.93 43.94 37.04 42.05 9.58 5.72 7.36 8.84 10.21 4.02 2.10
1.847 24.297 16.091 3.920 11.615 5.357 8.255 7.665 16.337 4.578 37.039 78.606 66.331 52.095 49.740 38.958 38.408 33.321 58.079 66.659 42.686 49.716 38.960 38.402 33.555 41.660 36.721 36.213 41.995 38.558 37.274 2.158 5.094 2.790 2.329 1.941 1.653 43.902 51.426 43.498 41.374 36.353 30.260 25.669 14.707 8.632 4.870 6.577 12.433 7.995 5.701 1.675
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17:07:07 03/17/10
-2.132 -1.697 24.297 16.010 16.091 11.233 -7.734 -2.073 11.615 8.119 0.666 4.025 0.952 6.549 -0.070 5.780 2.452 13.201 -2.177 2.415 8.288 30.739 10.686 -69.202 -40.943 -16.187 42.707 12.863 -44.597 -35.108 38.958 21.429 -37.786 -32.364 33.321 22.515 -88.484 -145.316 66.260 66.659 -57.690 -64.456 49.716 37.297 -43.259 -41.686 38.402 25.988 -34.960 -28.943 3.509 32.885 36.721 32.765 -38.275 -41.021 41.995 22.679 -37.378 -22.782 9.275 -23.790 -2.049 -1.294 -2.427 1.808 0.386 2.350 -0.905 0.975 1.341 1.941 -0.491 0.716 -44.595 -38.603 51.426 34.228 -44.045 -36.879 41.374 28.916 -36.762 -30.172 30.260 21.811 -25.726 -19.802 7.580 14.707 5.918 0.180 4.870 2.401 -6.319 -2.129 8.572 0.188 -6.221 -10.714 4.160 5.701 -1.812 -1.851
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-2.132 -1.661 24.297 17.035 16.091 11.962 -7.734 -1.598 11.615 7.680 0.666 3.977 0.952 6.315 -0.070 5.802 2.452 12.590 -2.177 2.965 8.288 28.668 10.686 -59.474 -40.943 -19.365 42.707 14.739 -44.597 -35.754 38.958 21.966 -37.786 -32.443 33.321 22.701 -88.484 -135.591 66.260 63.482 -57.690 -62.582 49.716 36.653 -43.259 -41.152 38.402 25.907 -34.960 -28.771 3.509 31.912 36.721 32.632 -38.275 -40.764 41.995 22.906 -37.378 -22.932 9.275 -23.151 -2.049 -1.306 -2.427 1.738 0.386 2.308 -0.905 0.938 1.341 1.920 -0.491 0.693 -44.595 -38.520 51.426 34.324 -44.045 -36.814 41.374 28.971 -36.762 -30.124 30.260 21.841 -25.726 -19.797 7.580 14.518 5.918 0.253 4.870 2.422 -6.319 -2.160 8.572 0.274 -6.221 -10.625 4.160 5.671 -1.812 -1.835
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
117 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26
D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P
0.16 24.42 26.01 25.18 24.86 24.29 22.79 15.39 13.88 13.34 13.03 12.52 12.21 11.66 10.15 2.69 1.17 0.70 0.35 5.03 3.43 3.60 1.72 1.11 0.54 2.48 0.08 44.42 44.37 30.92 19.15 10.61 4.34 5.94 6.73 12.27 26.01 6.13 7.56 17.64 21.09 15.36 10.49 50.02 23.45 53.96 50.06 35.64 24.14 11.82 21.73 26.36
0.096 19.175 20.346 19.763 19.540 19.082 17.903 12.066 10.891 10.463 10.226 9.825 9.588 9.161 7.978 2.090 1.067 0.459 0.323 3.740 2.612 1.889 1.341 0.910 0.508 1.773 0.077 775.305 774.385 539.718 334.344 179.399 43.122 23.200 11.915 18.123 15.975 0.000 0.000 0.000 49.937 10.885 6.623 873.129 409.348 941.907 873.778 622.158 421.373 224.689 413.267 151.978
-0.105 -19.393 -20.655 -19.990 -19.742 -19.286 -18.092 -12.219 -11.025 -10.590 -10.346 -9.938 -9.693 -9.259 -8.057 -2.136 -0.931 -0.559 -0.276 -3.402 -2.324 -2.437 -1.161 -0.749 -0.367 -1.675 -0.041 -482.205 -482.994 -336.144 -212.319 -118.841 -41.474 -37.802 -51.331 -72.725 -75.582 -45.894 -56.047 -61.288 -140.821 -123.003 -128.820 -658.617 -297.675 -593.343 -657.751 -462.985 -314.937 -178.886 -314.025 -111.868
17:07:07 03/17/10
-0.090 -19.393 20.346 -19.990 19.540 -19.286 17.903 -12.219 10.891 -10.590 10.226 -9.938 9.588 -9.259 7.978 -2.136 0.905 -0.478 0.269 -0.253 0.246 -1.581 0.170 -0.008 0.148 -1.675 0.077 507.833 506.886 356.989 220.505 123.352 31.957 -25.939 -40.263 -56.609 -59.469 -33.323 -51.362 -56.583 0.063 -31.215 -36.938 531.324 261.463 616.753 532.190 384.376 262.544 157.298 280.601 97.470
-0.074 -16.016 12.853 -16.446 13.346 -15.388 12.327 -9.997 7.572 -8.509 7.205 -7.753 6.848 -6.992 5.772 -1.732 0.757 -0.415 0.228 2.490 2.041 0.224 1.065 0.621 0.438 -1.075 0.065 16.113 15.121 20.659 15.073 19.991 14.084 -1.542 -17.523 -23.161 -26.023 -42.468 -56.047 -61.288 -66.926 -78.435 -84.196 -65.944 -17.521 15.446 -65.078 -39.813 -26.113 10.184 7.710 -7.517
-0.077 -13.113 17.501 -13.406 15.676 -13.267 14.190 -8.454 8.850 -7.433 8.084 -7.068 7.347 -6.669 5.957 -1.644 0.789 -0.401 0.232 -2.787 -1.620 -2.405 -0.789 -0.603 -0.206 -1.289 0.028 775.305 774.385 539.718 334.344 179.399 42.020 -35.316 -51.331 -72.725 -75.582 -30.106 -50.625 -55.836 34.221 -6.221 -11.927 858.756 404.835 941.907 859.622 612.989 415.020 221.988 409.086 150.365
0.005 -2.300 -3.273 -2.149 -1.660 -1.520 -1.339 -1.106 -0.920 -0.782 -0.648 -0.514 -0.385 -0.263 -0.160 -0.079 -0.032 -0.018 -0.006 3.740 2.612 1.889 1.341 0.910 0.508 0.187 0.039 -478.634 -479.671 -322.501 -196.894 -92.788 -13.145 21.067 7.182 11.838 8.975 -45.894 -49.861 -55.133 -140.821 -123.003 -128.820 -658.617 -297.675 -589.655 -657.751 -462.985 -314.937 -151.235 -280.772 -111.868
0.001 2.068 2.967 1.922 1.457 1.316 1.151 0.953 0.786 0.656 0.528 0.402 0.280 0.164 0.081 0.033 0.006 -0.001 -0.001 -3.356 -2.284 -1.623 -1.137 -0.727 -0.348 -0.089 -0.004 507.270 506.323 343.593 205.617 98.013 4.591 -37.802 -44.566 -61.633 -64.485 -29.266 -44.046 -49.271 13.863 -13.550 -19.281 544.031 261.504 619.162 544.897 389.865 264.220 129.620 247.266 98.968
0.096 19.175 -20.655 19.763 -19.742 19.082 -18.092 12.066 -11.025 10.463 -10.346 9.825 -9.693 9.161 -8.057 2.090 -0.931 0.459 -0.276 0.635 0.082 1.847 0.034 0.190 0.012 1.773 -0.041 -479.165 -480.202 -336.144 -212.319 -118.841 -41.474 8.095 1.680 5.649 2.794 -42.885 -44.945 -50.218 -122.728 -104.664 -110.483 -646.427 -297.557 -587.050 -645.561 -457.763 -313.378 -178.886 -314.025 -110.361
-0.090 -19.393 20.346 -19.990 19.540 -19.286 17.903 -12.219 10.891 -10.590 10.226 -9.938 9.588 -9.259 7.978 -2.136 0.905 -0.478 0.269 -0.253 0.246 -1.581 0.170 -0.008 0.148 -1.675 0.077 507.833 506.886 356.989 220.505 123.352 31.957 -25.939 -40.263 -56.609 -59.469 -33.323 -51.362 -56.583 0.063 -31.215 -36.938 531.324 261.463 616.753 532.190 384.376 262.544 157.298 280.601 97.470
-0.074 -15.989 12.891 -16.418 13.371 -15.363 12.349 -9.978 7.588 -8.494 7.219 -7.740 6.861 -6.980 5.781 -1.727 0.759 -0.414 0.228 2.444 2.001 0.192 1.041 0.600 0.420 -1.086 0.062 12.541 11.798 18.036 14.004 19.366 15.186 0.591 -12.791 -16.875 -19.023 -33.017 -44.246 -48.175 -51.210 -61.329 -65.646 -51.571 -13.008 11.759 -50.922 -30.645 -19.759 12.885 11.891 -5.905
Helman O. Mozo
Page
Job
118 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7
D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P
30.03 5.38 20.43 10.71 3.61 10.36 19.22 30.98 41.41 41.45 35.60 29.25 29.29 24.10 19.23 19.27 19.03 16.40 14.01 10.02 8.50 28.65 28.90 23.58 17.38 12.20 8.63 2.74 0.53 0.13 26.75 20.47 14.43 10.35 6.98 3.87 1.69 0.27 0.05 57.37 10.29 162.94 220.99 93.29 57.55 4.84 140.42 137.16 21.84 49.21 1.97 146.96
173.121 31.042 356.634 19.483 44.396 180.868 335.557 540.726 722.785 723.481 621.414 510.484 511.228 420.676 335.668 336.365 361.851 311.775 266.478 190.603 161.570 165.163 166.632 135.948 100.165 70.326 49.779 13.686 2.326 0.361 154.193 117.980 83.206 59.670 40.232 22.180 5.935 0.904 0.078 59.601 4.251 84.935 71.907 54.441 50.406 2.063 25.572 32.894 7.246 15.318 1.755 33.381
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17:07:07 03/17/10
118.501 22.573 225.255 -29.993 33.744 124.861 221.858 358.133 453.594 454.522 383.384 318.352 319.344 261.615 208.987 209.916 212.899 216.127 156.007 111.716 113.479 108.130 107.466 94.616 70.466 49.047 35.098 10.841 1.745 0.216 93.943 70.188 47.492 34.813 22.289 10.565 0.255 -0.028 -0.124 19.139 -0.706 -2.401 -2.187 -4.881 -4.741 -0.446 2.820 -0.241 3.137 -3.604 -0.047 -6.872
2.539 2.045 -19.738 -5.978 15.960 21.575 16.745 22.114 -30.510 -29.581 -40.805 -28.402 -27.410 -27.041 -22.417 -21.488 -43.357 12.203 -33.840 -24.610 7.353 -4.956 -7.366 4.038 3.945 2.431 2.014 2.059 0.460 0.007 -15.270 -14.344 -13.147 -8.361 -7.627 -6.905 -5.750 -0.970 -0.269 -23.407 1.796 -62.313 -52.558 -42.958 -39.443 0.699 -13.636 21.788 -0.373 8.513 1.331 -31.021
171.756 30.415 351.377 -39.219 43.763 180.868 335.557 540.726 717.006 717.934 611.998 504.531 505.523 414.091 330.557 331.485 357.973 308.514 263.497 188.512 159.748 163.552 165.274 134.672 98.974 69.528 49.066 13.145 2.178 0.291 152.864 116.731 82.042 58.900 39.547 21.581 5.421 0.783 0.022 55.970 -3.046 54.595 46.140 32.576 29.904 -1.523 18.124 -24.868 6.100 -15.898 -1.467 18.831
-118.613 -21.471 -265.314 16.233 -11.180 -91.128 -194.902 -320.735 -511.297 -510.369 -463.976 -372.924 -371.932 -315.866 -252.469 -251.540 -280.530 -209.122 -208.757 -149.745 -108.584 -119.037 -120.862 -92.548 -68.250 -47.966 -34.325 -9.433 -1.591 -0.409 -117.893 -92.736 -68.246 -47.966 -34.292 -21.435 -9.381 -1.505 -0.292 -44.027 4.169 -98.846 -82.463 -63.631 -57.402 1.993 -24.397 31.671 -3.143 14.633 1.718 -40.736
107.700 16.458 223.282 -41.894 6.378 99.521 206.970 344.737 465.217 466.146 388.873 325.425 326.416 263.291 211.639 212.568 249.480 183.017 184.903 133.017 94.000 106.125 110.035 82.342 58.724 41.588 28.625 5.107 0.412 -0.077 107.258 82.747 58.942 41.807 28.820 16.649 5.274 0.544 0.047 59.601 -4.813 82.977 70.424 53.123 49.400 -2.548 25.572 -41.696 7.246 -20.084 -2.010 32.333
-129.423 -27.585 -267.286 3.224 -39.509 -117.180 -210.327 -334.378 -499.765 -498.837 -458.755 -365.934 -364.942 -314.307 -249.830 -248.901 -243.905 -242.193 -179.828 -128.425 -128.050 -121.035 -118.298 -104.821 -79.992 -55.424 -40.797 -15.168 -2.925 -0.701 -104.577 -80.177 -56.796 -40.972 -27.762 -15.351 -4.362 -0.933 -0.121 -3.351 0.018 -13.139 -9.592 -5.864 -3.518 -0.130 -1.539 -9.459 0.988 -2.174 -0.244 -1.688
118.501 22.573 225.255 -29.993 33.744 124.861 221.858 358.133 453.594 454.522 383.384 318.352 319.344 261.615 208.987 209.916 212.899 216.127 156.007 111.716 113.479 108.130 107.466 94.616 70.466 49.047 35.098 10.841 1.745 0.216 93.943 70.188 47.492 34.813 22.289 10.565 0.255 -0.028 -0.124 19.139 -0.706 -2.401 -2.187 -4.881 -4.741 -0.446 2.820 -0.241 3.137 -3.604 -0.047 -6.872
3.905 2.672 -14.481 -2.728 16.593 20.554 15.259 19.127 -24.730 -24.034 -31.388 -22.449 -21.706 -20.456 -17.306 -16.609 -39.479 15.464 -30.860 -22.519 9.176 -3.345 -6.009 5.314 5.136 3.229 2.727 2.600 0.608 0.068 -13.940 -13.095 -11.984 -7.591 -6.942 -6.307 -5.237 -0.849 -0.238 -25.368 1.878 -60.355 -51.075 -41.640 -38.437 0.769 -13.790 23.011 -0.887 9.198 1.368 -29.972
NG NG
NG NG
NG
Helman O. Mozo
Page
Job
119 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23
D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P
55.18 20.60 117.79 86.04 280.54 357.77 150.39 162.73 115.20 123.76 426.77 446.36 520.11 505.63 59.39 2.54 157.88 221.42 93.85 55.66 9.17 120.23 136.61 35.97 53.89 1.99 144.22 53.83 22.03 59.09 37.98 45.34 6.61 10.32 57.49 100.07 309.06 150.78 187.39 142.75 142.66 120.08 115.91 306.75 148.62 186.64 142.29 142.33 119.77 116.54 335.82 56.43
24.403 8.165 10.587 8.583 37.444 47.877 58.292 63.226 73.529 78.866 94.213 98.656 131.243 127.622 12.273 0.854 81.942 72.441 55.696 49.331 4.285 21.765 32.207 9.669 17.081 1.775 32.876 23.910 8.807 12.253 3.850 6.249 4.534 11.175 3.301 22.947 69.397 67.062 50.975 52.388 39.915 40.608 34.166 68.851 66.602 50.379 52.240 39.818 40.518 34.429 42.971 36.058
-29.683 -11.010 -11.893 -8.687 -37.305 -47.576 -59.884 -64.796 -72.419 -77.800 -95.995 -100.400 -132.670 -128.979 -9.221 -1.188 -95.778 -82.625 -64.014 -55.511 -4.825 -21.021 -41.528 -6.022 -21.995 -2.029 -39.977 -28.956 -11.777 -9.175 -3.865 -4.614 -4.970 -7.755 -5.850 -13.277 -97.806 -47.891 -59.519 -45.341 -45.312 -38.141 -36.815 -97.073 -47.206 -59.282 -45.196 -45.207 -38.042 -37.016 -34.171 -34.934
17:07:07 03/17/10
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NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28
D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P
32.68 37.35 59.71 87.49 10.84 20.45 6.52 7.37 8.05 5.78 39.02 46.56 37.63 36.13 54.00 43.19 37.44 50.63 9.89 5.77 7.51 9.47 8.39 5.68 2.00 0.13 24.81 25.99 25.21 24.98 24.38 23.36 14.95 13.93 13.38 13.11 12.53 12.25 11.71 10.68 2.20 1.17 0.59 0.35 3.29 2.23 3.54 1.11 0.71 0.35 3.28 0.03
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17:07:07 03/17/10
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14.324 10.471 -6.212 37.609 0.694 -3.427 -1.688 -1.539 -0.826 -1.144 4.725 4.024 3.037 2.231 2.020 1.082 0.194 -10.402 5.460 1.107 -3.382 7.868 8.059 -3.454 0.605 0.001 1.522 2.042 1.329 0.933 0.858 0.769 0.631 0.516 0.430 0.348 0.264 0.184 0.112 0.058 0.025 0.007 0.000 -0.001 -2.224 -1.509 -1.071 -0.749 -0.478 -0.233 -0.065 -0.005
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27
D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P
44.68 44.63 31.36 18.81 9.86 2.51 8.16 7.73 13.70 28.91 6.24 7.47 17.61 21.77 16.37 10.91 50.55 23.35 54.55 50.58 35.98 24.29 11.80 21.55 26.33 29.97 5.39 20.42 14.25 2.13 9.94 18.88 31.42 41.82 41.86 35.94 29.48 29.53 24.25 19.29 19.33 18.89 16.31 13.97 10.00 8.47 28.60 28.94 23.59 17.39 12.18 8.64
779.914 778.994 547.466 328.372 172.104 36.162 28.199 13.321 18.701 16.554 0.000 0.000 0.000 63.069 30.727 28.670 882.290 407.576 952.194 882.939 627.982 424.025 224.385 409.753 151.776 172.779 31.065 356.478 23.287 37.203 173.572 329.585 548.474 729.925 730.621 627.239 514.614 515.357 423.328 336.773 337.469 359.149 310.225 265.565 190.072 161.101 164.897 166.827 135.972 100.241 70.197 49.816
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17:07:07 03/17/10
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776.285 775.612 544.755 327.188 171.324 36.162 -49.854 -54.417 -75.001 -77.137 -17.265 -39.108 -43.447 63.069 30.727 28.670 882.290 407.576 948.464 882.939 627.982 424.025 224.385 409.753 151.776 172.779 31.065 356.478 -52.557 37.203 172.396 327.983 545.400 729.925 730.621 627.239 514.614 515.357 423.328 336.773 337.469 359.149 310.225 265.565 190.072 161.101 164.897 166.827 135.972 100.241 70.197 49.816
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1
D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D757P D758P D759P D760P D761P D762P D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P
2.75 0.49 0.13 26.74 20.45 14.39 10.34 6.97 3.86 1.69 0.27 0.05 51.12 55.84 47.38 48.25 9.48 8.02 3.81 6.85 5.78 2.72 6.85 5.78 2.72 9.48 8.02 3.81 49.16 49.88 49.77 50.10 140.22 88.48 119.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.40 20.53 20.74 19.10 20.02 21.82 21.50 0.00 0.00 0.00
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13.179 2.014 0.286 152.841 116.619 81.820 58.858 39.498 21.545 5.224 0.779 0.022 -24.004 53.548 42.606 -34.517 -2.218 -2.112 -2.217 -0.268 -0.274 -0.271 1.683 1.564 1.675 -0.268 -0.274 -0.271 1.292 -3.914 2.189 2.201 -13.088 2.689 -8.564 10.771 -8.745 11.874 14.648 -16.845 9.870 -11.952 0.674 -2.128 2.183 1.970 -1.934 0.591 -3.960 0.200 0.997 3.025
-6.428 -1.464 -0.487 4.247 3.940 3.735 2.002 2.031 2.047 1.806 0.017 0.025 -32.531 -22.791 48.833 33.037 -0.268 -0.274 -0.271 1.683 1.564 1.675 -0.268 -0.274 -0.271 -2.218 -2.112 -2.217 2.122 2.210 -3.917 1.367 -13.931 -6.672 4.262 12.461 9.581 -11.105 12.958 -18.577 -13.125 8.889 2.406 2.162 -2.166 0.238 -3.688 -4.019 0.510 2.647 1.814 0.642
10.896 -15.223 -9.428 1.505 -2.688 -1.604 0.212 -0.698 -0.410 94.120 -104.740 -117.595 70.415 -80.404 -92.390 47.401 -56.702 -68.018 34.924 -41.084 -47.805 22.342 -27.814 -34.175 10.593 -15.378 -21.361 0.005 -4.108 -9.353 -0.032 -0.929 -1.507 -0.123 -0.120 -0.291 14.189 5.982 60.873 58.369 -42.814 -2.082 5.673 13.657 -37.977 -36.711 52.569 19.310 -1.603 1.068 1.068 -1.520 0.972 0.972 -1.583 1.040 1.040 -1.603 1.068 -1.603 -1.520 0.972 -1.520 -1.583 1.040 -1.583 1.068 -1.603 -1.603 0.972 -1.520 -1.520 1.040 -1.583 -1.583 1.068 -1.603 1.068 0.972 -1.520 0.972 1.040 -1.583 1.040 -1.847 -0.707 -5.328 -5.407 2.850 -1.858 2.836 -5.394 -1.844 -0.705 -1.851 -5.431 -0.390 -1.551 9.869 6.444 -9.590 -1.005 -13.003 9.561 -1.139 -1.859 0.545 -15.570 -13.243 12.176 -1.787 15.446 -16.551 -1.784 0.620 -1.770 -18.372 1.142 -1.403 18.475 17.365 -18.669 0.603 -16.337 15.231 0.724 -2.015 0.336 -4.126 -3.782 2.089 -2.038 2.134 -3.820 -2.017 0.330 -2.021 -3.518 0.340 -2.059 1.812 2.283 -3.996 0.324 -3.905 2.178 0.325 0.917 4.595 3.720 2.001 3.469 4.554 4.390 0.819 3.272
5.101 0.420 -0.076 106.976 82.401 58.718 41.646 28.703 16.576 5.250 0.547 0.048 -40.974 17.803 57.452 -3.672 -1.603 -1.520 -1.583 1.068 0.972 1.040 1.068 0.972 1.040 -1.603 -1.520 -1.583 2.756 -0.696 -0.712 2.863 -15.198 -2.145 -2.307 15.474 0.769 0.724 18.336 -21.954 -1.969 -1.886 2.433 0.339 0.324 1.820 -3.526 -2.031 -2.047 1.279 0.844 1.824
13.721 2.163 0.348 154.169 117.869 82.983 59.629 40.183 22.144 5.738 0.900 0.053 -26.506 51.600 40.189 -36.483 -2.151 -2.043 -2.150 -0.201 -0.205 -0.203 1.749 1.632 1.743 -0.201 -0.205 -0.203 1.613 -3.594 2.509 2.521 -12.695 3.083 -8.134 10.865 -8.613 12.012 14.750 -16.640 10.038 -11.809 0.885 -1.916 2.395 2.182 -1.718 0.805 -3.744 -0.451 0.324 2.370
Helman O. Mozo
NG NG Axial Axial Axial Axial Axial Axial Axial
force force force force force force force
too too too too too too too
large large large large large large large
for for for for for for for
fictitious fictitious fictitious fictitious fictitious fictitious fictitious
member member member member member member member
?? ?? ?? ?? ?? ?? ??
Axial force too large for fictitious member Axial force too large for fictitious member Axial force too large for fictitious member
?? ?? ??
Page
Job
123 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.396 1.997 2.065 2.055 1.927 2.148 2.100 2.161 2.085 4.396 4.390 4.554 4.595 1.927 2.055 2.065 1.997 4.849 4.744 4.667 4.560
0.000 0.000 0.000 0.000 0.000 -2.625 -2.643 -2.634 -2.628 0.000 -0.012 0.000 -0.451 0.000 0.000 0.000 0.000 -2.975 -2.553 -2.371 -2.415
4.396 1.679 2.065 1.767 0.815 -0.270 -2.643 0.337 2.085 4.396 1.824 0.844 1.279 0.815 1.767 2.065 1.679 -2.237 1.180 4.667 2.603
3.535 1.997 1.979 1.503 1.005 1.431 -1.563 -1.553 1.424 3.535 3.025 0.997 0.200 1.005 1.503 1.979 1.997 -2.649 -1.246 3.284 4.503
4.150 1.420 2.001 2.055 0.767 -1.974 -2.404 1.871 1.437 4.150 0.642 1.814 2.647 0.767 2.055 2.001 1.420 0.179 3.606 4.060 -0.137
2.111 1.779 1.396 0.994 1.598 2.079 0.320 -2.634 -0.279 2.111 4.390 2.001 0.917 1.598 0.994 1.396 1.779 -0.633 -2.251 0.542 4.560
2.983 0.944 1.337 1.794 1.263 -2.625 -0.866 2.093 -0.260 2.983 0.819 3.469 4.595 1.263 1.794 1.337 0.944 3.371 4.744 1.631 -2.122
0.768 1.262 0.814 1.122 1.927 -0.276 2.100 -0.877 -2.628 0.768 3.272 4.554 3.720 1.927 1.122 0.814 1.262 4.849 1.293 -2.371 -0.191
4.396 1.679 2.065 1.767 0.815 -0.270 -2.643 0.337 2.085 4.396 1.824 0.844 1.279 0.815 1.767 2.065 1.679 -2.237 1.180 4.667 2.603
2.901 1.649 1.636 1.162 0.659 1.500 -1.495 -1.485 1.492 2.901 2.370 0.324 -0.451 0.659 1.162 1.636 1.649 -2.975 -1.547 3.016 4.210
LC 13
LC 14
LC 15
LC 16
LC 17
LC 18
LC 19
LC 20
Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial
Angle Forces For All Load Cases (Continued): Group Angle Label Label
LC 9
LC 10
LC 11
LC 12
(kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) -----------------------------------------------------------------------------------------------------------------------H18 D1P 41.276 10.756 3.529 3.529 42.982 40.575 25.359 22.120 20.009 9.269 6.725 -9.265 D2 D2P 61.839 -1.789 -12.423 -12.423 53.631 55.281 26.931 20.465 17.971 -4.420 -8.163 -36.353 D3 D3P 55.902 -1.792 -9.114 -9.114 47.994 49.150 24.561 18.693 17.010 -3.293 -5.870 -30.813 D5 D4P 47.691 -4.056 -6.154 -6.154 38.276 39.365 20.149 14.784 14.280 -3.930 -4.669 -26.037 D6 D5P 40.627 -3.665 -3.586 -3.586 32.275 33.060 17.443 12.422 12.488 -3.098 -3.071 -21.746 R6 D6P -6.782 0.174 0.461 0.461 -5.472 -5.394 -2.978 -2.644 -2.564 -0.116 -0.015 2.023 R3 D7P 15.824 2.255 -2.072 -2.072 15.337 15.165 8.379 6.998 5.954 1.179 -0.344 -6.923 D4 D8P -40.053 1.653 -6.931 -6.931 -32.829 -31.533 -19.489 -15.079 -17.082 -2.405 -5.426 9.704 R6 D9P 9.907 2.039 -0.078 -0.078 9.596 9.074 5.607 5.230 4.675 1.906 1.161 -1.667 D7 D10P -17.217 -2.448 -1.749 -1.749 -15.269 -14.548 -10.048 -7.888 -7.729 -2.532 -2.286 5.061 R9 D11P -1.531 -0.022 -0.197 -0.197 -1.529 -1.493 -0.757 -0.576 -0.621 -0.089 -0.151 0.519 D7 D12P 25.917 -5.059 -0.904 -0.904 16.630 17.635 11.005 5.808 6.797 -4.104 -2.642 -17.856 D9 D13P 20.311 -5.291 1.079 1.079 11.068 11.781 8.416 3.918 5.495 -3.515 -1.273 -13.297 D10 D14P -5.270 -5.636 2.539 2.539 -5.048 -4.569 -5.476 -4.936 -2.981 -3.110 -0.233 2.205 D10 D15P -12.808 2.255 -3.379 -3.379 -15.085 -14.875 -4.614 -3.600 -4.991 0.310 -1.673 3.158 D10 D16P 9.757 1.509 -3.620 -3.620 15.099 15.423 4.038 4.030 2.689 -0.213 -2.018 -6.178 D13 D17P -39.327 1.062 -0.370 -0.370 -39.475 -39.564 -17.789 -13.290 -13.633 0.581 0.077 18.357 D13 D18P 31.105 0.262 -0.495 -0.495 33.048 33.064 14.255 11.162 10.913 0.059 -0.207 -14.311 D14 D19P -50.569 -2.161 1.228 1.228 -51.831 -51.649 -24.443 -19.171 -18.215 -1.180 0.013 23.170 D14 D20P 49.007 -2.782 0.904 0.904 47.438 47.721 21.459 15.650 16.598 -1.627 -0.330 -23.311 D15 D21P 58.730 2.841 -2.329 -2.329 59.699 59.582 28.438 22.433 20.934 1.266 -0.553 -27.608 D15 D22P -61.078 3.935 -2.401 -2.401 -57.327 -57.551 -26.739 -19.314 -20.983 1.896 -0.334 28.186 D16 D23P -72.617 -6.481 5.380 5.380 -74.459 -74.239 -36.343 -29.274 -26.055 -2.781 1.393 34.821 D16 D24P 74.827 -7.021 4.846 4.846 67.567 67.895 31.854 22.325 25.588 -3.216 0.960 -33.978
NG NG
NG NG
NG NG NG NG NG NG NG NG NG NG
force force force force force force force force force force force force force force force force force force force force force
too too too too too too too too too too too too too too too too too too too too too
large large large large large large large large large large large large large large large large large large large large large
for for for for for for for for for for for for for for for for for for for for for
Helman O. Mozo
fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious
member member member member member member member member member member member member member member member member member member member member member
?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ??
Page
Job
124 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24
D25P -107.225 D26P 84.999 D27P 8.415 D28P -82.814 D29P -71.339 D30P -53.416 D31P -48.709 D32P 0.890 D33P -18.498 D34P 24.317 D35P -2.338 D36P 10.070 D37P 1.195 D38P -28.313 D39P -19.334 D40P 9.249 D41P -7.152 D42P 3.182 D43P 6.309 D44P 5.801 D45P 12.592 D46P 2.962 D47P 28.707 D48P -136.087 D49P 63.991 D50P -63.088 D51P 37.152 D52P -41.667 D53P 26.348 D54P -29.368 D55P -59.384 D56P -19.865 D57P 15.233 D58P -36.249 D59P 22.479 D60P -32.882 D61P 23.623 D62P -21.683 D63P 15.211 D64P -41.658 D65P 34.114 D66P -41.041 D67P 2.155 D68P 5.755 D69P 1.921 D70P 2.594 D71P 0.139 D72P 1.646 D73P 28.064 D74P -44.320 D75P 29.961 D76P -34.346
17.084 -17.271 -17.271 14.891 -16.369 -16.369 2.284 0.368 0.368 0.919 -9.150 -9.150 0.774 -6.184 -6.184 -2.171 -3.759 -3.759 -2.167 -1.632 -1.632 -0.204 0.031 0.031 2.717 -1.347 -1.347 0.137 -8.580 -8.580 2.439 0.377 0.377 -2.107 -1.680 -1.680 -0.027 -0.189 -0.189 -5.922 -1.127 -1.127 -6.092 0.885 0.885 -5.198 2.642 2.642 2.203 0.334 0.334 -5.179 5.482 5.482 -6.594 8.026 8.026 -7.759 7.660 7.660 -12.047 15.734 15.734 -7.827 4.565 4.565 -22.613 35.042 35.042 59.163 -117.433 -117.433 -5.567 24.561 24.561 17.489 -28.730 -28.730 4.315 -0.487 -0.487 8.493 -11.721 -11.721 5.235 -4.791 -4.791 3.148 -4.272 -4.272 57.707 -115.925 -115.925 -6.125 25.132 25.132 17.868 -29.128 -29.128 3.876 -0.030 -0.030 8.842 -12.084 -12.084 4.540 -4.062 -4.062 2.366 -3.440 -3.440 -5.014 5.787 5.787 12.780 -14.295 -14.295 12.823 -14.198 -14.198 -7.060 7.953 7.953 37.727 -41.553 -41.553 1.321 -1.246 -1.246 -4.511 4.950 4.950 -2.546 2.814 2.814 -2.065 2.298 2.298 -1.194 1.339 1.339 -1.449 1.600 1.600 3.319 -3.813 -3.813 6.193 -6.795 -6.795 3.889 -4.302 -4.302 3.378 -3.736 -3.736
17:07:07 03/17/10
-91.076 92.690 8.844 -70.741 -60.856 -46.146 -41.864 0.803 -14.716 21.222 -1.115 7.096 1.245 -24.224 -16.349 2.455 -5.281 -0.196 0.945 -0.066 2.444 -2.161 8.292 -75.097 52.098 -44.977 38.410 -34.421 30.804 -28.386 -2.782 -26.941 30.066 -33.325 30.136 -30.192 27.097 -30.339 30.242 -36.602 32.844 -11.771 2.237 2.303 -0.018 1.054 -0.757 0.592 34.173 -42.587 36.188 -35.021
-91.002 92.889 8.404 -68.600 -59.245 -44.689 -40.757 0.836 -14.793 22.273 -1.589 7.769 1.281 -23.101 -15.528 2.875 -5.709 -0.243 0.711 -0.045 1.834 -1.612 6.223 -65.377 48.923 -43.103 37.765 -33.884 30.724 -28.202 6.929 -30.114 31.939 -33.969 30.670 -30.273 27.269 -30.473 30.500 -36.376 32.695 -11.132 2.225 2.233 -0.060 1.018 -0.778 0.569 34.257 -42.492 36.253 -34.966
-44.213 44.817 5.301 -40.663 -34.792 -27.423 -24.873 0.330 -7.760 10.420 0.138 3.956 0.519 -17.636 -13.094 2.987 -2.362 -0.002 0.792 -0.054 2.041 -1.803 6.910 -50.034 29.618 -24.139 18.966 -16.506 13.910 -12.838 -14.819 -8.612 11.690 -14.724 12.926 -13.401 11.692 -12.103 11.739 -15.272 13.634 -6.141 0.945 1.211 0.065 0.500 -0.361 0.277 14.750 -18.508 15.116 -14.770
-29.340 38.108 4.473 -31.635 -27.166 -21.692 -19.783 0.181 -5.333 8.137 0.788 1.841 0.385 -13.622 -10.349 0.345 -1.044 -1.154 -1.178 -2.112 -1.743 -3.415 -1.002 -22.307 21.078 -13.823 15.815 -10.532 12.179 -9.297 5.682 -8.955 14.273 -10.548 12.570 -9.211 9.822 -10.670 12.513 -8.252 8.433 5.535 0.644 -0.274 -0.625 -0.161 -0.575 -0.163 12.629 -12.433 12.565 -10.357
-37.905 29.454 3.960 -34.052 -28.802 -22.139 -19.683 0.239 -6.339 6.129 0.256 1.983 0.339 -12.556 -8.704 2.263 -1.546 1.234 2.763 2.002 5.830 -0.198 14.821 -70.017 29.738 -26.473 14.534 -15.892 9.447 -10.765 -43.004 0.224 1.092 -11.299 6.686 -11.394 7.912 -7.332 4.768 -15.171 12.341 -15.893 0.789 2.191 0.777 1.000 0.103 0.636 9.680 -15.822 10.387 -12.220
5.840 4.782 1.802 -4.586 -3.425 -4.106 -3.304 -0.146 1.126 -2.380 1.938 -2.302 -0.091 -4.677 -4.044 -2.821 1.746 -1.708 -1.778 -2.770 -2.841 -3.995 -3.239 -1.307 5.260 1.882 2.979 1.759 2.017 0.677 -1.798 5.059 2.019 2.821 1.887 1.775 0.431 -1.466 3.912 4.001 -2.149 11.826 0.496 -1.422 -0.795 -0.639 -0.366 -0.453 0.972 1.954 1.212 1.056
-6.250 -6.218 1.128 -8.129 -5.873 -4.665 -3.116 -0.063 -0.304 -5.448 1.212 -2.152 -0.148 -2.989 -1.588 -0.062 1.088 2.043 3.367 2.656 6.935 0.366 17.050 -63.453 15.862 -14.382 1.289 -5.354 -1.511 -1.934 -62.901 16.058 -14.519 1.446 -5.477 -1.252 -1.612 2.335 -5.615 -5.508 3.135 -16.073 -0.408 1.907 1.091 0.896 0.525 0.620 -1.538 -2.617 -1.671 -1.448
43.639 -46.088 -2.384 24.411 22.236 16.484 16.266 -0.556 7.889 -16.724 3.032 -8.652 -0.758 10.098 7.581 -5.914 5.208 0.337 0.797 -0.060 2.054 -1.826 6.902 -14.731 -8.488 11.632 -14.693 12.906 -13.397 11.575 -49.890 29.727 -24.186 18.986 -16.511 13.919 -12.866 12.974 -13.452 13.776 -12.651 1.897 -0.855 -0.726 0.230 -0.243 0.520 -0.111 -15.324 17.847 -15.577 14.379
NG NG NG NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
125 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10
D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P
25.386 -24.628 19.349 4.158 -8.971 -4.766 7.384 -12.812 -2.098 -0.232 0.437 0.082 12.704 -17.710 13.219 -15.871 13.084 -14.352 8.320 -8.968 7.321 -8.190 6.968 -7.440 6.582 -6.027 1.603 -0.813 0.383 -0.239 32.632 0.675 -2.118 -16.761 -0.489 -12.769 3.143 1.907 2.640 0.970 0.764 0.347 1.377 0.004 -753.360 -754.175 -528.651 -333.983 -179.948 -48.599 26.323 22.563
2.547 1.858 -0.030 -10.691 4.853 1.227 -3.244 7.556 8.309 -3.376 0.645 0.001 2.535 2.925 1.931 1.504 1.345 1.167 0.970 0.804 0.671 0.542 0.415 0.292 0.176 0.090 0.037 0.008 0.000 -0.001 -34.569 -0.356 -1.838 -0.610 -0.466 -1.392 -3.440 -2.321 -1.655 -1.161 -0.749 -0.367 -0.100 -0.007 492.497 491.798 347.624 216.341 119.784 27.952 -30.552 -39.771
-2.855 -2.061 -0.016 11.833 -5.265 -1.360 3.441 -8.079 -8.864 3.567 -0.753 0.004 -2.715 -3.156 -2.103 -1.659 -1.500 -1.310 -1.087 -0.906 -0.768 -0.634 -0.501 -0.373 -0.251 -0.151 -0.074 -0.030 -0.016 -0.006 40.435 0.184 0.538 0.540 0.245 1.127 3.731 2.570 1.858 1.317 0.888 0.490 0.177 0.036 -471.298 -472.087 -332.687 -211.171 -118.233 -37.866 13.617 6.337
-2.855 -2.061 -0.016 11.833 -5.265 -1.360 3.441 -8.079 -8.864 3.567 -0.753 0.004 -2.715 -3.156 -2.103 -1.659 -1.500 -1.310 -1.087 -0.906 -0.768 -0.634 -0.501 -0.373 -0.251 -0.151 -0.074 -0.030 -0.016 -0.006 40.435 0.184 0.538 0.540 0.245 1.127 3.731 2.570 1.858 1.317 0.888 0.490 0.177 0.036 -471.298 -472.087 -332.687 -211.171 -118.233 -37.866 13.617 6.337
17:07:07 03/17/10
30.437 -26.256 22.202 -5.150 -5.821 -4.526 5.775 -8.516 5.099 -3.379 1.562 0.111 16.874 -17.819 16.836 -16.815 16.193 -15.435 10.709 -9.892 9.310 -9.182 8.621 -8.473 7.895 -6.966 2.082 -1.092 0.540 -0.330 4.259 0.484 -3.060 -14.210 -0.777 -12.114 0.542 0.124 1.452 0.075 0.192 0.051 1.442 0.004 -383.163 -384.179 -272.837 -179.157 -99.011 -35.028 0.680 -2.809
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Helman O. Mozo
-12.972 10.519 -9.047 3.025 2.062 1.722 -2.152 3.002 -2.492 1.491 -0.710 -0.030 -7.105 7.137 -7.079 6.812 -6.840 6.258 -4.337 3.799 -3.758 3.569 -3.525 3.348 -3.283 2.788 -0.763 0.311 -0.173 0.093 3.108 NG -0.450 0.416 4.104 NG 0.239 5.123 Axial force too large for fictitious member 0.024 0.165 -0.491 0.110 0.042 0.092 -0.565 0.037 189.882 189.071 130.828 78.022 37.660 -1.423 -20.567 -28.696
??
Page
Job
126 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27
D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P
33.672 31.524 -37.813 -35.774 -37.968 -143.763 -118.869 -121.041 -958.029 -436.957 -914.195 -957.379 -676.327 -459.124 -241.066 -438.258 -161.726 -181.151 -34.801 -388.264 22.418 -47.060 -178.644 -332.979 -527.827 -756.399 -755.702 -677.071 -545.594 -544.850 -459.821 -366.205 -365.508 -385.455 -331.636 -284.643 -203.320 -172.510 -174.890 -174.717 -143.615 -107.305 -75.109 -54.053 -16.930 -3.210 -0.715 -162.181 -125.467 -90.184 -64.288 -44.335
-55.066 -57.207 -22.435 -31.636 -33.782 12.681 -6.774 -8.856 542.358 269.330 596.671 543.007 388.547 265.744 133.559 256.603 100.939 108.739 17.085 228.593 -33.490 29.270 120.896 217.196 348.328 457.624 458.320 387.804 323.655 324.399 265.047 214.483 215.179 255.423 188.102 189.333 135.924 96.666 108.092 111.098 83.659 59.905 42.388 29.338 5.648 0.560 -0.016 108.583 84.011 60.102 42.578 29.504
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17:07:07 03/17/10
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-8.183 -10.567 -36.263 -39.830 -42.243 -78.981 -74.595 -76.960 -259.350 -112.362 -204.578 -258.628 -181.501 -123.767 -67.763 -117.467 -41.812 -48.341 -10.914 -104.097 -0.754 -6.918 -33.844 -70.803 -113.333 -190.615 -189.841 -182.327 -142.289 -141.462 -124.541 -98.307 -97.533 -92.632 -90.916 -68.518 -48.924 -48.375 -45.596 -44.319 -39.326 -30.447 -21.038 -15.729 -6.379 -1.313 -0.363 -39.354 -30.618 -22.227 -15.901 -11.087
-20.608 -22.991 -32.934 -38.110 -40.516 -57.291 -58.829 -61.182 -51.400 -13.564 4.275 -50.679 -33.674 -22.838 -15.766 -21.009 -4.784 -7.659 -3.690 -17.809 -9.261 2.509 6.617 4.395 7.261 -22.123 -21.349 -34.500 -21.322 -20.496 -23.612 -17.139 -16.365 -2.053 -18.798 -1.395 -0.763 -10.943 -5.742 -3.955 -7.438 -7.040 -4.633 -4.086 -3.288 -0.861 -0.290 -0.914 -0.871 -0.887 -0.707 -0.559
-3.966 -6.349 -36.719 -39.513 -41.929 -84.813 -78.062 -80.432 -369.862 -164.048 -313.325 -369.140 -258.878 -176.033 -90.980 -163.746 -60.583 -66.858 -13.674 -148.598 -0.747 -18.989 -61.195 -114.421 -179.505 -279.336 -278.562 -259.704 -205.545 -204.718 -176.807 -140.498 -139.724 -144.474 -124.127 -106.951 -76.307 -64.856 -65.220 -64.567 -53.445 -40.473 -28.247 -20.644 -7.190 -1.465 -0.390 -60.100 -46.996 -34.385 -24.377 -17.160
-35.194 -37.574 -31.308 -38.057 -40.455 -29.760 -38.615 -40.953 158.136 84.500 218.361 158.858 115.860 79.054 40.854 80.782 31.851 35.157 4.586 68.478 -20.421 7.872 44.215 79.191 128.821 147.888 148.662 115.034 100.351 101.177 78.280 63.850 64.624 81.056 58.773 59.845 43.075 29.869 34.364 36.014 26.535 18.369 13.101 8.702 0.756 -0.139 -0.143 35.184 26.720 18.502 13.230 8.825
-11.430 -13.812 -37.691 -41.214 -43.624 -69.541 -66.848 -69.209 -253.863 -114.609 -193.648 -253.141 -176.910 -121.368 -58.853 -108.664 -42.596 -44.254 -8.762 -103.502 -5.165 -15.228 -39.491 -71.213 -110.553 -186.299 -185.525 -177.737 -139.952 -139.126 -122.142 -97.870 -97.096 -106.911 -80.508 -79.707 -57.005 -42.016 -45.123 -45.033 -35.039 -26.307 -18.415 -13.450 -4.361 -0.844 -0.260 -44.045 -35.044 -26.254 -18.362 -13.385
-37.711 -40.089 -31.731 -38.449 -40.846 -22.140 -32.082 -34.418 163.599 82.275 229.004 164.320 120.413 81.435 49.773 89.607 31.070 39.239 6.737 69.076 -24.156 0.109 38.953 79.017 131.646 152.075 152.849 119.586 102.623 103.449 80.661 64.267 65.041 66.792 69.194 48.667 35.001 36.233 34.839 35.297 30.823 22.509 15.724 10.980 2.774 0.330 -0.040 30.493 22.295 14.474 10.769 6.527
Helman O. Mozo
Page
Job
127 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20
D187P -25.768 17.248 -20.837 -20.837 D188P -9.015 5.788 -8.867 -8.867 D189P -1.623 0.665 -1.384 -1.384 D190P -0.236 0.078 -0.261 -0.261 D191P -35.393 50.014 -38.259 -38.259 D192P 1.030 -1.242 1.027 1.027 D193P -59.062 63.752 -74.678 -74.678 D194P -49.373 55.678 -63.582 -63.582 D195P -34.319 38.694 -46.484 -46.484 D196P -29.428 35.666 -41.345 -41.345 D197P 1.056 -1.488 1.296 1.296 D198P -13.918 18.085 -17.230 -17.230 D199P 11.032 -27.943 21.376 21.376 D200P -2.539 5.697 -2.858 -2.858 D201P 10.582 -19.358 15.090 15.090 D202P 1.263 -2.016 1.807 1.807 D203P -24.965 31.311 -38.048 -38.048 D204P -16.159 22.438 -27.348 -27.348 D205P 8.040 -12.381 9.201 9.201 D206P 11.675 -17.803 16.132 16.132 D207P -16.500 15.802 -17.486 -17.486 D208P 35.539 -47.021 47.328 47.328 D209P -36.722 47.673 -47.379 -47.379 D210P 45.315 -58.994 57.593 57.593 D211P -43.157 56.806 -58.217 -58.217 D212P -57.629 73.616 -72.648 -72.648 D213P 51.340 -68.978 69.989 69.989 D214P 70.004 -87.396 85.946 85.946 D215P -64.329 89.110 -90.701 -90.701 D216P 75.541 -117.185 116.078 116.078 D217P -101.834 115.637 -116.946 -116.946 D218P -6.903 11.684 -9.126 -9.126 D219P -4.524 6.461 -6.714 -6.714 D220P 42.560 -77.940 67.047 67.047 D221P 34.762 -61.754 53.847 53.847 D222P 26.108 -46.621 38.748 38.748 D223P 24.967 -41.508 35.748 35.748 D224P -1.004 1.270 -1.461 -1.461 D225P 15.307 -22.543 23.436 23.436 D226P -25.745 23.661 -30.190 -30.190 D227P 3.781 -2.831 5.668 5.668 D228P -13.084 14.959 -19.174 -19.174 D229P -1.621 1.800 -2.013 -2.013 D230P 23.111 -40.238 33.358 33.358 D231P 17.600 -29.368 24.321 24.321 D232P -3.514 6.943 -10.047 -10.047 D233P 8.254 -9.343 11.892 11.892 D234P 3.227 -0.417 0.407 0.407 D235P 4.781 0.608 0.625 0.625 D236P 3.458 -0.165 -0.158 -0.158 D237P 8.568 1.288 1.283 1.283 D238P 2.530 -0.959 -0.951 -0.951
17:07:07 03/17/10
-14.075 -4.543 -1.016 -0.121 0.755 0.114 -10.458 -7.332 -5.311 -3.117 -0.028 -0.835 -6.763 1.128 -1.795 -0.217 -3.254 -1.230 0.549 -2.902 -2.693 -0.329 -0.164 0.189 0.493 -1.413 -1.536 3.433 3.741 -13.790 -13.501 1.001 0.077 -10.301 -7.221 -5.206 -3.027 -0.041 -0.771 -6.801 1.142 -1.837 -0.229 -3.069 -1.078 0.469 1.038 3.172 5.303 3.636 9.417 2.239
-13.476 -4.029 -0.896 -0.090 -1.200 0.147 -8.630 -6.010 -4.033 -2.193 0.004 -0.973 -5.668 0.655 -1.118 -0.182 -2.154 -0.432 1.046 -2.624 -2.422 -0.372 -0.213 0.424 0.720 -1.578 -1.696 3.679 3.998 -13.599 -13.294 0.572 0.118 -8.486 -5.904 -3.922 -2.095 -0.010 -0.918 -5.710 0.670 -1.164 -0.194 -1.956 -0.267 0.960 0.609 3.176 5.101 3.692 8.994 2.558
-6.554 -2.523 -0.559 -0.101 2.868 0.026 -8.065 -5.775 -4.547 -2.982 -0.048 -0.330 -5.267 1.195 -2.040 -0.147 -2.954 -1.554 -0.232 -1.798 -1.674 -0.198 -0.098 -0.132 0.049 -0.537 -0.610 1.280 1.443 -6.529 -6.394 1.090 -0.003 -7.964 -5.708 -4.497 -2.940 -0.055 -0.284 -5.284 1.203 -2.058 -0.154 -2.865 -1.483 -0.269 1.110 1.361 2.591 1.498 4.747 0.566
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-8.695 -4.290 -0.760 -0.162 -9.010 0.286 -30.474 -25.412 -19.290 -16.678 0.385 -5.755 4.994 0.069 3.739 0.556 -15.928 -11.472 2.069 5.039 -6.775 16.756 -16.556 19.729 -21.006 -25.190 24.995 29.684 -32.503 40.411 -41.630 -2.237 -2.455 19.428 15.923 10.688 10.435 -0.585 8.577 -13.144 3.070 -8.308 -0.789 9.170 6.682 -4.688 5.157 0.140 0.685 -0.177 1.423 -1.055
2.566 -0.899 -0.241 -0.102 10.125 -0.238 -4.273 -3.165 -3.994 -3.204 -0.158 1.215 -2.200 1.950 -2.510 -0.088 -4.443 -3.825 -3.162 -0.058 -0.145 0.494 0.429 -1.433 -1.567 1.624 1.681 -2.907 -3.154 5.257 4.991 1.766 -0.259 -4.298 -3.206 -4.098 -3.302 -0.151 1.228 -2.155 1.943 -2.456 -0.083 -4.633 -3.992 -3.072 1.739 -1.366 -1.230 -1.850 -1.909 -2.664
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
Helman O. Mozo
Page
Job
128 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27
D239P 17.676 D240P -36.126 D241P -18.842 D242P 16.009 D243P -31.275 D244P 22.120 D245P -29.472 D246P 21.835 D247P -114.215 D248P 65.623 D249P -62.730 D250P 42.646 D251P -42.385 D252P 30.360 D253P -31.031 D254P 32.446 D255P 32.218 D256P -40.738 D257P 22.880 D258P -22.059 D259P -23.421 D260P -2.894 D261P 0.272 D262P 1.708 D263P 0.588 D264P 2.190 D265P 0.377 D266P -36.672 D267P 36.992 D268P -35.403 D269P 29.467 D270P -30.093 D271P 21.964 D272P -19.810 D273P 14.254 D274P 0.096 D275P 2.530 D276P -2.025 D277P 0.565 D278P -11.198 D279P 5.687 D280P -1.601 D281P -0.074 D282P -15.705 D283P 13.646 D284P -15.976 D285P 13.931 D286P -15.041 D287P 13.032 D288P -9.473 D289P 7.870 D290P -8.335
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17:07:07 03/17/10
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NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
129 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20
D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
130 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15
D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P
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17:07:07 03/17/10
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NG NG
NG NG
NG
NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
131 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25
D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P
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17:07:07 03/17/10
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NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8
D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28
D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
134 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19
D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P
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17:07:07 03/17/10
0.056 -0.124 15.499 -0.570 -4.771 -3.959 -5.331 -4.868 -0.382 1.981 -2.447 2.821 -3.794 -0.061 -5.730 -5.316 -4.210 0.660 0.942 0.292 0.602 -2.167 -2.051 2.972 2.604 -5.848 -5.677 12.136 12.507 2.408 -0.375 -4.629 -3.658 -4.695 -4.284 -0.433 1.844 -2.799 2.875 -3.941 -0.073 -5.343 -4.979 -4.397 2.466 -3.172 -3.673 -4.061 -6.016 -4.759 -9.928 27.112
0.176 -0.093 13.538 -0.487 -2.813 -2.476 -4.013 -3.862 -0.312 1.827 -1.224 2.307 -3.110 -0.024 -4.681 -4.563 -3.811 0.940 1.185 0.275 0.555 -1.936 -1.830 2.808 2.455 -5.587 -5.430 12.344 12.694 1.971 -0.341 -2.686 -2.231 -3.506 -3.399 -0.355 1.728 -1.499 2.352 -3.233 -0.036 -4.338 -4.267 -3.977 2.025 -3.169 -3.875 -4.006 -6.439 -4.441 -11.128 34.523
-0.241 -0.102 10.514 -0.407 -4.646 -3.654 -4.278 -3.627 -0.292 1.282 -2.475 2.093 -2.615 -0.087 -4.471 -3.848 -2.846 -0.072 0.124 0.248 0.452 -1.489 -1.415 1.770 1.549 -3.186 -3.078 5.163 5.401 1.760 -0.244 -4.551 -3.424 -3.781 -3.169 -0.330 1.163 -2.755 2.133 -2.723 -0.093 -4.208 -3.616 -2.974 1.797 -1.361 -1.230 -1.850 -1.908 -2.664 -2.357 -0.840
-0.572 -0.153 -4.458 0.473 -25.729 -21.380 -17.678 -15.839 0.111 -4.508 5.277 0.858 1.649 0.398 -12.969 -9.729 -0.420 3.084 -2.738 10.329 -12.363 14.480 -18.201 -18.003 22.029 22.646 -28.865 38.478 -29.697 -0.996 -0.482 14.936 13.581 9.552 8.685 -1.186 5.931 -11.383 3.684 -7.431 -0.596 4.625 2.802 -4.754 4.378 -0.943 -0.783 -1.445 -1.150 -2.265 -0.935 7.552
0.045 -0.051 23.475 -1.230 15.412 13.353 8.903 8.565 -0.671 6.668 -11.141 3.136 -6.941 -0.586 4.574 2.770 -4.476 -3.674 2.461 -9.932 13.072 -17.040 15.727 20.876 -19.452 -27.861 23.781 -30.828 37.659 4.359 0.058 -25.123 -21.194 -17.397 -15.099 0.558 -4.029 4.984 0.382 1.955 0.398 -12.606 -9.395 -0.343 -0.959 -1.110 -0.785 -1.449 -1.145 -2.274 -0.939 -19.586
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-0.039 -0.042 24.753 -1.852 25.399 21.899 16.134 15.426 -1.031 9.289 -17.064 3.539 -8.414 -0.777 9.325 6.843 -4.677 -4.729 1.891 -13.086 16.941 -21.522 21.743 26.192 -27.037 -34.284 34.157 -47.093 44.482 5.156 0.224 -37.478 -31.852 -24.838 -21.261 1.329 -7.141 8.339 -0.929 4.369 0.542 -16.037 -11.592 2.106 -2.229 -0.205 0.677 -0.180 1.424 -1.058 3.978 -42.708
-0.559 -0.101 2.599 -0.152 -8.425 -6.259 -4.624 -3.196 -0.181 -0.252 -5.719 1.337 -2.112 -0.156 -2.647 -1.285 0.041 -1.808 -1.776 -0.111 -0.134 -0.061 -0.082 -0.676 -0.533 1.451 1.420 -6.553 -6.671 1.135 0.015 -8.435 -6.122 -4.269 -2.859 -0.199 -0.396 -5.945 1.356 -2.158 -0.148 -2.635 -1.262 0.033 1.124 1.354 2.593 1.494 4.753 0.556 10.390 -48.681
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG
Helman O. Mozo
Page
Job
135 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28
D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P
37.059 -28.119 37.248 -26.649 31.530 -23.851 68.851 -47.206 50.379 -36.447 37.603 -28.146 28.477 -25.940 -31.088 38.790 -23.852 22.847 19.897 3.187 0.114 -1.525 -0.415 -2.082 -0.220 35.330 -37.432 35.015 -29.652 29.797 -22.042 19.609 -13.105 -0.510 -2.582 2.258 -1.121 10.638 -5.525 1.469 0.077 15.547 -13.808 15.857 -14.031 14.940 -13.126 9.394 -7.938 8.271 -7.508 7.572
-45.845 45.347 -45.341 39.915 -38.141 34.166 -74.123 63.547 -57.246 51.223 -44.434 40.158 -36.646 2.834 35.896 -38.612 42.706 -36.962 10.432 -2.807 -3.292 0.358 -0.852 2.083 -0.564 -44.707 52.933 -43.121 41.142 -37.470 29.832 -25.999 7.538 6.163 4.952 -6.308 9.313 -6.734 4.017 -1.753 -0.089 -19.681 20.455 -19.998 19.720 -19.344 18.439 -11.860 10.980 -10.618 10.338 -9.940
64.011 -57.487 51.374 -44.541 40.253 -36.440 29.981 -45.387 45.115 -45.196 39.818 -38.042 34.429 3.750 -34.934 36.983 -44.179 38.007 -14.314 2.841 3.611 -0.170 1.026 -1.978 0.675 44.336 -53.341 42.812 -41.404 37.247 -29.976 25.967 -6.408 -6.613 -5.080 6.514 -9.852 6.173 -3.816 1.651 0.092 19.556 -20.614 19.880 -19.820 19.243 -18.533 11.782 -11.048 10.554 -10.398 9.883
64.011 -57.487 51.374 -44.541 40.253 -36.440 29.981 -45.387 45.115 -45.196 39.818 -38.042 34.429 3.750 -34.934 36.983 -44.179 38.007 -14.314 2.841 3.611 -0.170 1.026 -1.978 0.675 44.336 -53.341 42.812 -41.404 37.247 -29.976 25.967 -6.408 -6.613 -5.080 6.514 -9.852 6.173 -3.816 1.651 0.092 19.556 -20.614 19.880 -19.820 19.243 -18.533 11.782 -11.048 10.554 -10.398 9.883
17:07:07 03/17/10
-3.700 10.479 0.873 5.505 1.904 2.466 26.623 -3.247 10.033 1.319 5.048 2.311 1.858 -27.958 -5.202 11.817 8.863 -5.185 31.479 0.581 -2.866 -1.433 -1.309 -0.706 -0.973 3.820 3.388 2.543 1.919 1.697 0.949 0.153 -8.946 4.702 0.956 -2.919 6.730 6.969 -2.977 0.552 0.000 1.362 1.745 1.145 0.816 0.748 0.671 0.554 0.455 0.378 0.305 0.232
-6.751 12.512 -0.140 6.276 1.549 2.841 34.034 -6.301 12.068 0.301 5.822 1.951 2.228 -29.053 -5.363 12.085 9.115 -5.365 32.129 0.577 -2.917 -1.462 -1.336 -0.722 -0.990 3.874 3.454 2.590 1.961 1.731 0.972 0.156 -9.132 4.779 0.976 -2.951 6.816 7.060 -3.008 0.567 0.000 1.384 1.770 1.164 0.832 0.764 0.686 0.566 0.465 0.388 0.315 0.240
3.666 1.142 2.102 1.092 1.381 0.438 -1.095 3.923 0.891 2.354 0.837 1.623 0.142 -9.909 -1.936 4.526 3.202 -1.846 11.986 0.253 -1.104 -0.533 -0.486 -0.257 -0.367 1.553 1.285 0.971 0.699 0.640 0.333 0.059 -3.298 1.778 0.349 -1.124 2.598 2.654 -1.151 0.179 0.001 0.493 0.668 0.430 0.296 0.269 0.241 0.197 0.160 0.131 0.103 0.075
-9.915 13.308 -10.720 11.667 -9.281 9.355 -19.759 20.101 -14.671 15.569 -11.305 12.057 -9.492 -6.697 7.897 -6.633 13.444 -10.980 11.596 -0.738 -1.743 -0.290 -0.606 0.334 -0.485 -10.070 15.163 -10.824 11.524 -9.500 8.278 -6.812 -0.449 2.874 1.441 -2.492 4.325 0.282 0.205 -0.242 -0.026 -4.715 5.873 -4.927 5.390 -4.845 4.988 -3.003 3.040 -2.708 2.802 -2.547
19.979 -14.526 15.411 -11.138 11.900 -9.256 7.361 -9.666 13.091 -10.516 11.467 -9.089 9.172 -6.627 -10.578 13.041 -8.965 8.444 5.524 1.131 0.160 -0.466 -0.081 -0.693 -0.036 12.304 -13.327 12.207 -10.535 10.403 -7.813 6.890 -4.183 -0.349 -0.956 0.872 -0.595 3.530 -1.869 0.478 0.028 5.421 -4.919 5.536 -4.976 5.220 -4.654 3.276 -2.819 2.887 -2.665 2.643
-9.195 11.327 -13.653 12.286 -12.618 11.161 -42.953 29.309 -24.783 20.336 -17.403 14.948 -13.745 3.499 12.995 -14.197 14.457 -12.604 2.193 -0.978 -1.039 0.197 -0.235 0.773 -0.157 -15.862 18.473 -15.289 14.378 -13.268 10.442 -9.160 3.081 1.999 1.695 -2.142 3.076 -2.584 1.488 -0.656 -0.030 -6.977 7.139 -7.082 6.902 -6.845 6.453 -4.203 3.839 -3.761 3.615 -3.519
29.464 -24.861 20.382 -17.435 14.969 -13.686 -6.318 -9.026 11.239 -13.595 12.246 -12.571 11.267 3.821 -11.931 12.405 -16.118 13.778 -6.515 1.010 1.390 0.011 0.426 -0.656 0.279 15.474 -18.925 14.951 -14.670 13.025 -10.605 9.128 -1.827 -2.497 -1.836 2.370 -3.668 1.959 -1.268 0.542 0.033 6.831 -7.314 6.952 -7.013 6.734 -6.557 4.117 -3.914 3.690 -3.682 3.457
16.701 -14.733 4.659 -6.258 0.979 -2.969 -48.421 16.469 -14.504 4.431 -6.023 0.775 -2.636 17.238 2.997 -6.308 -4.877 3.028 -16.312 -0.223 1.455 0.742 0.678 0.373 0.489 -1.929 -1.737 -1.307 -0.994 -0.882 -0.497 -0.090 4.553 -2.275 -0.489 1.351 -3.186 -3.281 1.371 -0.295 0.002 -0.642 -0.842 -0.560 -0.407 -0.381 -0.344 -0.283 -0.235 -0.201 -0.170 -0.138
NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
136 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21
D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
-7.055 6.904 -6.174 1.414 -0.787 0.391 -0.234 -1.313 -1.118 0.792 -0.550 -0.256 -0.165 1.554 0.013 21.967 21.223 21.310 13.935 6.836 -3.617 -11.395 -20.916 -25.792 -27.932 -30.829 -43.197 -47.569 -37.405 -43.691 -45.799 -42.857 -12.480 22.222 -42.208 -24.956 -17.131 -28.413 -35.354 -3.409 -12.738 -6.523 -16.740 -14.741 -1.869 8.024 15.190 22.401 -17.353 -16.656 -25.700 -18.240
9.667 -9.291 8.435 -1.746 0.913 -0.467 0.271 -0.303 0.093 -2.162 0.062 -0.072 0.051 -2.219 0.010 500.376 499.677 344.457 200.697 101.624 14.192 -38.542 -38.939 -54.440 -56.579 -18.232 -33.688 -38.044 26.734 3.566 1.491 558.714 263.872 615.085 559.363 399.088 270.563 159.442 283.183 98.731 120.281 23.279 230.175 -41.440 15.445 102.736 201.632 345.238 470.685 471.382 398.344 331.249
-9.720 9.242 -8.475 1.721 -0.929 0.456 -0.275 0.495 0.071 2.296 0.042 0.164 0.029 2.269 0.010 -478.960 -479.749 -328.270 -193.394 -96.508 -20.247 27.007 12.557 18.701 16.554 -36.659 -37.176 -41.581 -126.259 -110.266 -112.420 -644.763 -290.981 -593.260 -644.113 -454.012 -308.636 -175.647 -308.190 -108.402 -128.439 -27.038 -261.696 23.211 -18.006 -95.244 -191.820 -326.868 -505.403 -504.706 -454.756 -366.952
-9.720 9.242 -8.475 1.721 -0.929 0.456 -0.275 0.495 0.071 2.296 0.042 0.164 0.029 2.269 0.010 -478.960 -479.749 -328.270 -193.394 -96.508 -20.247 27.007 12.557 18.701 16.554 -36.659 -37.176 -41.581 -126.259 -110.266 -112.420 -644.763 -290.981 -593.260 -644.113 -454.012 -308.636 -175.647 -308.190 -108.402 -128.439 -27.038 -261.696 23.211 -18.006 -95.244 -191.820 -326.868 -505.403 -504.706 -454.756 -366.952
17:07:07 03/17/10
0.162 0.099 0.053 0.024 0.008 0.001 -0.000 -1.928 -1.312 -0.939 -0.658 -0.419 -0.205 -0.060 -0.007 409.384 408.416 297.297 186.776 105.416 29.957 -21.811 -38.051 -51.647 -54.502 -36.560 -55.061 -60.879 -16.353 -34.998 -37.789 417.043 217.201 492.287 417.909 309.547 214.899 111.102 207.819 84.877 92.504 14.380 184.575 -25.985 31.977 106.956 188.254 298.563 364.067 364.996 308.555 259.896
0.170 0.106 0.058 0.028 0.010 0.002 0.000 -1.959 -1.338 -0.960 -0.674 -0.433 -0.217 -0.067 -0.009 405.755 405.035 294.586 185.592 104.636 31.073 -19.742 -33.458 -45.496 -47.637 -27.237 -42.905 -47.263 -0.214 -17.538 -19.624 431.370 221.727 488.557 432.020 318.687 221.239 113.809 211.999 86.491 93.863 15.007 189.834 -22.801 32.511 105.780 186.652 295.489 369.813 370.509 317.943 265.829
0.048 0.024 0.008 0.001 -0.003 -0.003 -0.001 -0.721 -0.479 -0.334 -0.230 -0.139 -0.056 -0.007 0.005 189.170 188.359 133.582 78.380 40.000 2.772 -20.127 -26.810 -35.941 -38.319 -28.104 -41.228 -46.083 -24.213 -35.773 -38.108 163.844 82.932 229.344 164.565 120.534 81.500 40.480 78.875 31.715 35.102 4.569 68.585 -23.688 4.540 41.294 79.662 134.685 152.166 152.940 119.708 102.685
2.560 -2.389 2.189 -0.493 0.275 -0.141 0.081 -0.634 -0.338 -0.792 -0.161 -0.126 -0.034 -0.563 -0.001 281.435 280.633 197.857 117.816 62.052 10.159 -22.264 -29.572 -40.358 -42.737 -27.290 -41.428 -46.280 -14.536 -28.919 -31.247 277.872 133.119 342.250 278.593 200.187 134.786 72.802 134.679 49.737 57.708 9.505 113.478 -25.757 11.852 63.332 119.048 198.912 243.784 244.558 199.360 167.594
-2.503 2.411 -2.187 0.489 -0.282 0.134 -0.084 -0.389 -0.332 0.329 -0.155 -0.056 -0.028 0.566 0.012 15.984 15.157 13.653 7.580 4.168 -3.839 -8.730 -17.783 -23.042 -25.421 -32.063 -42.867 -47.730 -49.894 -55.107 -57.453 -47.695 -14.703 16.298 -46.973 -29.588 -20.461 -16.159 -21.958 -4.874 -7.577 -3.723 -17.860 -12.449 -1.898 5.488 8.973 14.865 -19.189 -18.415 -30.414 -19.922
3.382 -3.288 2.954 -0.624 0.316 -0.168 0.094 -0.033 0.094 -0.711 0.061 0.009 0.048 -0.762 0.011 184.340 183.530 127.371 73.303 37.524 2.427 -18.284 -24.125 -33.123 -35.503 -27.630 -39.521 -44.378 -27.323 -38.477 -40.812 164.003 82.548 224.931 164.724 119.637 80.781 49.949 90.138 31.070 39.233 6.765 69.031 -21.844 4.195 38.818 74.584 128.474 152.556 153.330 118.810 103.066
-3.441 3.234 -2.997 0.597 -0.332 0.157 -0.098 0.247 0.087 0.858 0.054 0.092 0.040 0.817 0.011 -160.296 -161.139 -109.367 -65.381 -32.200 -9.692 4.784 -6.004 -7.384 -9.766 -34.115 -40.748 -45.623 -81.163 -78.535 -80.898 -259.510 -112.709 -200.295 -258.789 -180.576 -123.044 -67.972 -117.971 -41.822 -48.293 -10.942 -104.062 0.907 -7.576 -30.853 -63.875 -108.045 -190.937 -190.163 -181.402 -142.636
-0.106 -0.078 -0.051 -0.028 -0.014 -0.008 -0.003 0.935 0.660 0.482 0.345 0.240 0.144 0.062 0.017 -164.947 -165.789 -115.618 -70.700 -35.069 -10.602 5.931 -4.118 -5.346 -7.730 -34.372 -40.537 -45.413 -82.217 -79.728 -82.090 -259.334 -113.115 -204.402 -258.612 -181.438 -123.745 -58.512 -106.733 -42.469 -44.159 -8.746 -103.619 2.054 -8.486 -33.722 -69.194 -114.296 -190.414 -189.640 -182.264 -142.190
Helman O. Mozo
Page
Job
137 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 F1 F1
D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D757P D758P
-17.496 -17.827 -16.615 -15.919 17.720 -33.672 13.579 10.642 -20.058 -5.891 -2.723 -13.455 -12.615 -8.076 -7.169 -5.887 -1.316 -0.426 5.575 5.189 4.898 2.772 2.715 2.646 2.319 0.138 0.055 -35.032 -24.739 46.415 31.071 -0.201 -0.205 -0.203 1.749 1.632 1.743 -0.201 -0.205 -0.203 -2.151 -2.043 -2.150 2.442 2.530 -3.597 1.687 -13.538 -6.278 4.693 12.556 9.713
331.993 269.866 217.143 217.840 214.026 217.570 157.992 113.036 115.235 109.317 109.275 96.239 71.937 49.789 35.951 11.437 1.653 0.273 95.448 71.664 48.564 35.695 23.026 11.192 0.518 0.089 -0.092 11.688 56.421 3.255 -38.677 -1.537 -1.452 -1.515 -1.537 -1.452 -1.515 1.135 1.041 1.108 1.135 1.041 1.108 -1.527 -5.087 3.156 -0.385 0.003 6.838 -12.573 -1.765 -13.110
-366.208 -309.332 -247.789 -247.093 -237.245 -237.142 -175.869 -125.557 -126.179 -119.002 -117.390 -103.892 -79.080 -54.575 -40.225 -14.681 -2.540 -0.637 -103.412 -79.155 -55.539 -40.313 -27.129 -14.780 -3.594 -0.808 -0.089 3.481 -44.761 11.240 50.603 1.135 1.041 1.108 1.135 1.041 1.108 -1.537 -1.452 -1.515 -1.537 -1.452 -1.515 -0.387 3.170 -5.075 -1.531 -1.159 -9.196 9.992 0.639 12.308
-366.208 -309.332 -247.789 -247.093 -237.245 -237.142 -175.869 -125.557 -126.179 -119.002 -117.390 -103.892 -79.080 -54.575 -40.225 -14.681 -2.540 -0.637 -103.412 -79.155 -55.539 -40.313 -27.129 -14.780 -3.594 -0.808 -0.089 3.481 -44.761 11.240 50.603 1.135 1.041 1.108 1.135 1.041 1.108 -1.537 -1.452 -1.515 -1.537 -1.452 -1.515 -0.387 3.170 -5.075 -1.531 -1.159 -9.196 9.992 0.639 12.308
17:07:07 03/17/10
260.887 213.970 171.542 172.471 209.303 155.318 156.917 114.133 80.500 91.305 94.561 71.097 51.154 36.555 25.042 4.608 0.604 -0.044 92.383 71.417 51.318 36.732 25.202 14.539 4.752 0.730 0.081 -24.459 14.616 42.100 0.079 -1.193 -1.178 -1.224 0.658 0.630 0.682 0.658 0.630 0.682 -1.193 -1.178 -1.224 1.722 -0.873 -0.883 1.790 -10.841 -1.973 -2.129 10.170 0.279
266.572 220.542 176.650 177.346 213.182 158.588 159.904 116.224 82.327 92.918 95.917 72.373 52.345 37.353 25.755 5.149 0.752 0.017 93.711 72.666 52.481 37.503 25.887 15.138 5.266 0.850 0.112 -26.960 12.668 39.682 -1.887 -1.126 -1.110 -1.157 0.725 0.699 0.750 0.725 0.699 0.750 -1.126 -1.110 -1.157 2.042 -0.553 -0.563 2.110 -10.448 -1.579 -1.699 10.265 0.411
103.512 80.726 64.174 64.948 80.046 58.028 59.183 42.779 29.561 34.282 36.033 26.414 18.311 13.054 8.671 0.754 -0.137 -0.144 35.090 26.593 18.425 13.173 8.784 4.682 0.860 -0.038 -0.041 -9.600 10.017 24.875 2.495 -0.693 -0.667 -0.687 0.247 0.210 0.236 0.247 0.210 0.236 -0.693 -0.667 -0.687 0.353 -0.860 -0.866 0.391 -6.105 -1.513 -1.641 5.268 0.020
168.420 134.012 106.893 107.667 117.558 101.727 86.657 62.128 52.533 54.351 55.628 44.944 32.564 22.886 15.908 3.597 0.424 -0.016 51.230 38.635 26.555 19.231 12.583 6.431 0.851 0.043 -0.050 -3.629 22.596 19.651 -8.360 -0.909 -0.875 -0.911 -0.223 -0.228 -0.226 0.463 0.418 0.459 -0.223 -0.228 -0.226 -0.162 -1.992 0.155 0.158 -5.362 0.188 -3.843 3.613 -3.328
-19.096 -21.235 -17.467 -16.693 -2.593 -19.293 -2.019 -1.014 -11.218 -5.751 -4.039 -7.641 -7.151 -4.659 -4.145 -3.303 -0.800 -0.288 -1.061 -1.018 -0.924 -0.778 -0.602 -0.431 -0.352 -0.225 -0.050 -6.629 -4.268 21.842 15.413 -0.223 -0.228 -0.226 0.463 0.418 0.459 -0.223 -0.228 -0.226 -0.909 -0.875 -0.911 0.130 0.163 -1.994 -0.135 -5.659 -3.106 0.671 4.208 3.121
Helman O. Mozo
103.892 -141.810 -141.363 80.007 -123.817 -124.519 64.794 -98.819 -98.178 65.568 -98.045 -97.404 66.489 -92.317 -105.891 69.121 -90.895 -79.816 48.801 -68.687 -79.080 35.019 -48.944 -56.710 36.393 -48.563 -41.736 34.792 -45.555 -45.048 35.375 -44.391 -45.047 30.961 -39.466 -34.919 22.603 -30.541 -26.248 15.705 -21.022 -18.371 11.029 -15.778 -13.420 2.793 -6.398 -4.359 0.245 -1.231 -0.849 -0.042 -0.362 -0.261 30.566 -39.415 -43.938 22.375 -30.699 -34.917 14.443 -22.192 -26.174 10.808 -15.940 -18.305 6.545 -11.105 -13.343 2.576 -6.563 -8.669 -0.986 -2.433 -4.279 -0.242 -0.558 -0.761 -0.102 -0.101 -0.161 9.812 6.924 26.240 24.293 -11.314 3.019 6.654 9.463 -8.707 -9.132 22.287 10.583 -0.693 0.247 0.247 -0.667 0.210 0.210 -0.687 0.236 0.236 -0.693 0.247 -0.693 -0.667 0.210 -0.667 -0.687 0.236 -0.687 0.247 -0.693 -0.693 0.210 -0.667 -0.667 0.236 -0.687 -0.687 0.247 -0.693 0.247 0.210 -0.667 0.210 0.236 -0.687 0.236 -1.267 -0.866 -2.492 -2.518 0.388 -1.269 0.383 -2.514 -1.264 -0.865 -1.268 -2.527 -0.894 -1.302 2.716 NG 1.510 -4.133 -1.112 -5.405 2.536 -1.230 NG -0.832 0.014 -5.657 Axial force too large for fictitious member -4.910 4.034 -0.879 Axial force too large for fictitious member
?? ??
Page
Job
138 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m
17:07:07 03/17/10
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
F1 F1 F1 F1 F1 H6 H6 H6 H6 H6 H6 H6 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
D759P D760P D761P D762P D763P D764P D765P D766P D767P D768P D769P D770P D813P D814P D815P D816P D817P D818P D819P D820P D821P D822P D823P D824P D825P D826P D827P D828P D829P D830P D831P D832P D833P D834P D835P D836P
-10.967 13.060 -18.372 -12.958 9.032 2.617 2.374 -1.954 0.450 -3.473 -3.805 0.726 1.995 1.141 -0.012 3.517 1.072 1.658 1.714 0.421 -1.905 -2.335 1.939 1.505 3.517 -0.012 1.141 1.995 0.421 1.714 1.658 1.072 -0.147 3.305 3.792 -0.430
15.584 0.722 1.347 17.532 -16.194 -1.804 -3.569 2.346 0.542 0.555 2.497 -3.689 0.265 1.328 3.735 1.477 1.432 1.054 0.653 1.252 2.148 0.388 -2.566 -0.211 1.477 3.735 1.328 0.265 1.252 0.653 1.054 1.432 -0.959 -2.553 0.274 4.267
-16.413 -1.667 -1.198 -18.502 15.374 0.548 2.301 -3.608 -1.809 -1.843 -3.782 2.394 3.943 2.796 0.164 2.350 0.596 0.994 1.453 0.917 -2.557 -0.798 2.161 -0.192 2.350 0.164 2.796 3.943 0.917 1.453 0.994 0.596 3.045 4.442 1.363 -2.415
-16.413 -1.667 -1.198 -18.502 15.374 0.548 2.301 -3.608 -1.809 -1.843 -3.782 2.394 3.943 2.796 0.164 2.350 0.596 0.994 1.453 0.917 -2.557 -0.798 2.161 -0.192 2.350 0.164 2.796 3.943 0.917 1.453 0.994 0.596 3.045 4.442 1.363 -2.415
0.242 11.948 -14.803 -1.474 -1.386 1.391 -0.028 -0.036 1.005 -2.711 -1.668 -1.681 1.752 1.782 2.113 3.473 1.590 1.974 1.636 0.879 -0.271 -1.838 0.109 1.286 3.473 2.113 1.782 1.752 0.879 1.636 1.974 1.590 -0.824 1.203 3.264 2.090
0.380 12.051 -14.598 -1.307 -1.243 1.602 0.185 0.175 1.217 -2.496 -1.454 -1.465 1.100 1.109 1.458 2.840 1.243 1.631 1.295 0.533 -0.203 -1.769 0.177 1.354 2.840 1.458 1.109 1.100 0.533 1.295 1.631 1.243 -1.150 0.902 2.996 1.797
Angle Forces For All Load Cases (Continued): Group Angle Label Label
LC 21
LC 22
LC 23
LC 24
LC 25
(kN) (kN) (kN) (kN) (kN) --------------------------------------------------------H18 D1P 38.810 33.057 29.309 5.716 -22.682 D2 D2P 52.137 40.653 36.224 -10.190 -60.257 D3 D3P 46.647 36.224 33.235 -7.399 -51.700 D5 D4P 38.628 29.102 28.206 -5.448 -43.399 D6 D5P 33.035 24.117 24.235 -3.398 -36.567 R6 D6P -5.088 -4.495 -4.352 0.175 3.795 R3 D7P 14.445 11.991 10.137 -1.048 -12.733 D4 D8P -31.219 -23.387 -26.943 -6.242 20.629 R6 D9P 8.609 7.940 6.953 0.712 -4.310
NG NG
NG NG
-0.006 6.259 -8.116 -1.011 -0.935 0.451 -0.288 -0.293 0.234 -1.654 -1.126 -1.135 1.723 1.612 1.921 2.785 1.275 1.402 1.294 0.968 -0.226 -1.061 -0.011 0.604 2.785 1.921 1.612 1.723 0.968 1.294 1.402 1.275 -0.134 1.021 2.185 1.507
3.918 4.961 -6.319 3.155 -4.477 -0.168 -1.156 0.362 0.286 -1.094 -0.203 -1.809 1.344 1.666 2.344 2.482 1.387 1.372 1.201 1.035 0.372 -0.681 -0.676 0.371 2.482 2.344 1.666 1.344 1.035 1.201 1.372 1.387 -0.279 0.168 1.698 2.175
-4.169 4.367 -6.928 -4.937 2.857 0.441 0.353 -1.169 -0.323 -1.711 -1.826 -0.236 2.205 1.953 1.505 2.698 1.184 1.379 1.395 0.951 -0.826 -0.977 0.529 0.376 2.698 1.505 1.953 2.205 0.951 1.395 1.379 1.184 0.716 1.875 1.971 0.542
5.175 0.025 0.011 5.793 -6.020 -1.115 -1.738 0.344 -0.291 -0.294 0.392 -1.789 1.596 2.019 2.824 1.981 1.310 1.167 1.022 1.244 0.600 -0.018 -1.057 -0.228 1.981 2.824 2.019 1.596 1.244 1.022 1.167 1.310 0.430 -0.186 0.733 2.195
-6.086 -0.816 -0.885 -6.888 5.089 -0.287 0.328 -1.751 -1.118 -1.138 -1.818 0.351 2.890 2.535 1.567 2.288 1.016 1.146 1.303 1.126 -1.055 -0.436 0.607 -0.221 2.288 1.567 2.535 2.890 1.126 1.303 1.146 1.016 1.839 2.275 1.116 -0.156
-0.889 -6.659 6.111 -0.106 -0.016 -1.857 -1.125 -1.116 -1.645 0.225 -0.297 -0.301 2.582 2.917 2.431 1.508 1.128 0.961 1.067 1.359 -0.228 0.608 -0.439 -1.054 1.508 2.431 2.917 2.582 1.359 1.067 0.961 1.128 2.360 1.061 -0.292 0.523
Helman O. Mozo
Axial Axial Axial Axial Axial
force force force force force
too too too too too
large large large large large
for for for for for
fictitious fictitious fictitious fictitious fictitious
member member member member member
?? ?? ?? ?? ??
Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial
force force force force force force force force force force force force force force force force force force force force force force force force
too too too too too too too too too too too too too too too too too too too too too too too too
large large large large large large large large large large large large large large large large large large large large large large large large
for for for for for for for for for for for for for for for for for for for for for for for for
fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious fictitious
member member member member member member member member member member member member member member member member member member member member member member member member
?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ??
Page
Job
139 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22
D10P D11P D12P D13P D14P D15P D16P D17P D18P D19P D20P D21P D22P D23P D24P D25P D26P D27P D28P D29P D30P D31P D32P D33P D34P D35P D36P D37P D38P D39P D40P D41P D42P D43P D44P D45P D46P D47P D48P D49P D50P D51P D52P D53P D54P D55P D56P D57P D58P D59P D60P D61P
-15.947 -1.251 22.186 16.825 -8.443 -7.645 8.016 -31.829 25.354 -42.936 38.847 50.204 -48.070 -63.978 57.419 -78.328 80.116 8.280 -66.641 -57.591 -44.908 -41.288 0.670 -13.975 21.267 -0.981 8.800 1.014 -28.375 -21.096 6.434 -5.297 -0.133 0.790 -0.052 2.037 -1.794 6.913 -63.732 44.404 -38.019 32.027 -27.919 24.506 -22.311 -1.214 -23.488 25.610 -27.804 24.349 -24.002 21.221
-12.111 -0.931 12.957 8.837 -7.485 -5.844 8.003 -23.838 19.862 -33.572 28.532 39.540 -34.884 -51.423 40.495 -51.913 68.201 6.810 -50.608 -44.047 -34.728 -32.247 0.406 -9.665 17.212 0.174 5.043 0.776 -21.247 -16.221 1.741 -2.957 -2.180 -2.708 -3.706 -4.685 -4.657 -7.138 -14.489 29.236 -19.697 26.430 -17.308 21.432 -16.022 35.197 -24.097 30.198 -20.388 23.716 -16.560 17.901
-11.828 -1.009 14.712 11.638 -4.013 -8.314 5.622 -24.447 19.420 -31.874 30.215 36.877 -37.847 -45.706 46.290 -67.126 52.831 5.899 -54.900 -46.952 -35.523 -32.069 0.509 -11.452 13.645 -0.771 5.296 0.694 -19.353 -13.298 5.148 -3.848 2.061 4.290 3.600 8.765 1.056 20.963 -99.223 44.617 -42.165 24.156 -26.828 16.580 -18.630 -51.270 -7.795 6.788 -21.722 13.266 -20.437 14.508
-2.161 -0.175 -2.051 -0.382 0.868 -2.421 -2.739 -0.099 -0.330 0.499 0.150 -1.285 -1.173 3.042 2.552 -10.904 -10.524 0.870 -8.860 -6.231 -4.488 -2.646 -0.028 -0.732 -6.915 0.927 -2.047 -0.170 -2.362 -0.661 1.019 0.830 3.499 5.363 4.762 10.729 2.059 24.922 -87.564 19.974 -20.691 0.631 -8.112 -2.882 -2.945 -86.608 20.328 -20.938 0.915 -8.336 -2.425 -2.406
17:07:07 03/17/10
10.887 1.014 -29.073 -21.737 5.198 6.158 -10.126 32.368 -25.380 41.627 -40.665 -49.335 49.479 62.412 -59.500 77.700 -81.333 -5.369 48.932 43.693 33.074 31.777 -0.903 13.818 -26.942 4.159 -13.593 -1.254 20.881 15.623 -9.374 8.148 0.468 0.799 -0.062 2.058 -1.836 6.899 -1.033 -23.272 25.511 -27.752 24.317 -23.993 21.047 -63.501 44.603 -38.106 32.066 -27.933 24.519 -22.395
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
140 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H22 R3 H6 H6 R3 F1 H28
D62P D63P D64P D65P D66P D67P D68P D69P D70P D71P D72P D73P D74P D75P D76P D77P D78P D79P D80P D81P D82P D83P D84P D85P D86P D87P D88P D89P D90P D91P D92P D93P D94P D95P D96P D97P D98P D99P D100P D101P D102P D103P D104P D105P D106P D113P D114P D115P D116P D117P D118P D119P
-21.833 21.513 -26.544 23.833 -9.260 1.644 1.963 0.002 0.789 -0.703 0.428 26.419 -32.615 27.025 -26.080 22.561 -18.985 16.000 -3.612 -4.312 -3.270 4.123 -6.151 3.584 -2.351 1.101 0.061 12.365 -13.036 12.307 -12.335 11.909 -11.334 7.523 -6.904 6.526 -6.480 6.128 -6.070 5.715 -5.045 1.301 -0.585 0.284 -0.174 3.524 0.420 -2.730 -13.032 -0.667 -11.289 0.403
-19.288 22.887 -14.075 14.596 11.477 1.109 -0.675 -1.225 -0.386 -1.082 -0.354 22.652 -21.825 22.495 -18.242 18.393 -13.657 12.358 -8.103 -0.861 -1.821 1.478 -1.123 6.542 -3.250 1.219 0.051 10.558 -8.431 10.076 -8.442 9.477 -7.854 6.133 -4.828 5.226 -4.592 4.763 -4.358 4.297 -3.666 1.048 -0.493 0.245 -0.148 -14.904 0.127 -2.726 -11.627 -0.635 -9.337 -1.338
-13.360 9.132 -26.364 21.537 -26.579 1.366 3.703 1.265 1.677 0.121 1.065 17.415 -27.844 18.626 -21.551 15.792 -15.439 12.083 2.876 -5.710 -3.012 4.662 -8.136 -1.443 -0.099 0.248 0.053 7.900 -11.125 8.220 -9.956 8.140 -9.004 5.172 -5.630 4.553 -5.141 4.335 -4.669 4.096 -3.782 0.993 -0.513 0.236 -0.151 21.819 0.368 -1.638 -11.103 -0.349 -8.238 2.034
3.808 -9.309 -9.202 5.186 -26.899 -0.759 3.199 1.823 1.492 0.871 1.036 -2.508 -4.391 -2.789 -2.420 -1.859 -1.335 -0.020 7.673 -3.394 -0.883 2.198 -5.177 -5.672 2.275 -0.495 0.004 -1.737 -2.029 -1.356 -1.074 -0.975 -0.853 -0.707 -0.590 -0.503 -0.418 -0.334 -0.252 -0.175 -0.109 -0.055 -0.024 -0.014 -0.005 26.697 0.061 0.022 -0.290 0.110 0.447 2.402
17:07:07 03/17/10
22.704 -23.227 25.048 -22.850 5.016 -1.554 -1.477 0.294 -0.532 0.862 -0.262 -26.993 31.953 -27.486 25.689 -22.905 18.767 -16.048 4.880 3.844 3.117 -3.906 5.560 -4.190 2.565 -1.216 -0.055 -12.547 12.776 -12.498 12.164 -12.081 11.176 -7.653 6.791 -6.633 6.378 -6.223 5.981 -5.798 4.977 -1.340 0.562 -0.301 0.167 2.992 NG -0.704 1.296 8.401 NG 0.501 9.555 Axial force too large for fictitious member -0.082
??
Helman O. Mozo
Page
Job
141 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25
D120P D121P D122P D123P D124P D125P D126P D127P D128P D129P D130P D131P D132P D133P D134P D135P D136P D137P D138P D139P D140P D141P D142P D143P D144P D145P D146P D147P D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P
0.090 1.183 0.044 0.139 0.025 1.119 -0.021 -305.110 -305.965 -209.233 -129.930 -63.373 -11.145 12.418 1.617 3.426 1.040 -37.814 -40.162 -42.581 -101.407 -91.337 -93.713 -423.449 -187.884 -372.862 -422.727 -298.646 -203.388 -113.369 -197.815 -70.092 -82.324 -17.763 -171.290 8.469 -9.526 -62.005 -128.878 -208.370 -323.600 -322.827 -299.472 -237.325 -236.499 -204.162 -161.391 -160.617 -154.490 -153.040 -113.987 -81.488
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17:07:07 03/17/10
0.185 -0.959 0.128 0.015 0.110 -1.036 0.053 328.226 327.428 225.915 136.227 66.013 1.446 -29.605 -36.970 -49.016 -51.392 -29.766 -37.710 -40.100 -0.456 -15.832 -18.157 327.721 157.798 397.194 328.443 237.563 161.057 95.379 169.956 59.350 73.222 13.586 136.270 -33.093 2.954 67.285 137.206 226.720 285.028 285.802 236.736 197.645 198.472 160.283 127.346 128.120 128.653 131.320 94.137 67.566
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6
D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D191P D192P D193P D194P D195P D196P D197P D198P D199P D200P D201P D202P D203P D204P D205P D206P D207P D208P D209P D210P D211P D212P D213P D214P D215P D216P D217P D218P D219P D220P D221P D222P D223P
-81.204 -76.807 -75.212 -66.545 -50.995 -35.303 -26.092 -9.930 -1.950 -0.489 -66.456 -51.149 -36.467 -26.249 -17.921 -10.092 -3.154 -0.683 -0.101 0.036 0.131 -9.558 -6.805 -4.745 -2.878 -0.004 -0.936 -6.480 0.902 -1.837 -0.170 -2.361 -0.659 0.916 -2.469 -2.266 -0.467 -0.307 0.378 0.675 -1.381 -1.499 2.910 3.226 -11.098 -10.814 0.830 0.100 -9.410 -6.698 -4.637 -2.784
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-110.475 -111.659 -111.172 -91.620 -68.802 -48.106 -34.822 -11.370 -2.221 -0.535 -103.302 -80.238 -58.061 -41.303 -28.707 -16.977 -6.383 -1.189 -0.192 -19.269 0.596 -39.598 -32.801 -23.325 -19.754 0.615 -8.501 5.278 -0.898 5.609 0.738 -17.226 -11.281 4.279 6.889 -10.711 22.276 -22.877 27.977 -27.305 -35.777 32.322 43.394 -40.580 46.933 -63.951 -3.691 -2.886 23.935 19.790 14.431 14.232
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17:07:07 03/17/10
69.063 66.050 66.190 58.042 43.057 29.988 21.343 6.326 0.968 0.085 57.595 42.825 28.714 21.117 13.361 6.105 -0.268 -0.117 -0.103 12.924 -0.338 -2.823 -2.169 -3.762 -3.272 -0.199 1.807 -1.033 2.242 -2.672 -0.066 -5.006 -4.692 -4.286 0.623 0.449 0.762 0.630 -1.934 -2.193 2.458 2.569 -4.527 -4.939 9.834 9.405 2.030 -0.355 -2.900 -2.255 -3.928 -3.426
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
Helman O. Mozo
Page
Job
143 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26
D224P D225P D226P D227P D228P D229P D230P D231P D232P D233P D234P D235P D236P D237P D238P D239P D240P D241P D242P D243P D244P D245P D246P D247P D248P D249P D250P D251P D252P D253P D254P D255P D256P D257P D258P D259P D260P D261P D262P D263P D264P D265P D266P D267P D268P D269P D270P D271P D272P D273P D274P D275P
-0.018 -0.879 -6.520 0.916 -1.882 -0.182 -2.168 -0.500 0.833 0.867 2.420 4.073 2.798 7.328 1.822 15.306 -66.641 21.203 -20.399 5.181 -8.663 0.361 -3.926 -66.942 21.663 -20.833 5.627 -9.084 0.877 -4.062 27.745 4.525 -9.657 -8.968 5.343 -27.556 -0.728 2.402 1.240 1.130 0.622 0.837 -2.313 -2.954 -2.047 -1.795 -1.334 -0.966 -0.054 7.564 -3.688 -0.745
0.593 -10.814 6.261 -0.875 5.521 0.727 -18.072 -12.074 3.227 -3.763 1.632 3.278 2.080 5.979 1.116 12.770 -81.770 45.171 -41.884 27.829 -27.336 19.147 -19.776 -33.381 -6.966 6.712 -17.738 12.383 -17.509 13.094 22.088 -13.210 10.734 -27.890 21.914 -27.204 0.733 3.475 0.814 1.344 -0.425 1.025 19.359 -27.602 19.014 -21.131 16.782 -15.183 12.295 2.477 -5.588 -2.703
-0.673 9.778 -17.702 3.052 -9.175 -1.065 12.802 9.800 -2.932 5.781 2.015 3.286 2.083 5.977 1.120 12.804 -33.408 -7.322 7.034 -18.068 12.696 -17.903 13.094 -82.211 45.473 -42.183 28.137 -27.623 19.499 -19.939 21.882 20.369 -25.852 13.934 -13.528 -15.585 -1.802 0.246 1.113 0.409 1.394 0.262 -23.003 23.022 -22.200 18.353 -18.861 13.692 -12.388 9.183 -0.049 1.551
-0.959 14.859 -20.481 4.231 -12.981 -1.310 19.206 14.001 -7.015 8.055 0.252 0.688 -0.177 1.423 -1.056 4.049 5.816 -23.196 24.374 -25.936 22.902 -22.479 19.765 -55.802 43.597 -37.997 32.716 -28.075 24.839 -22.393 3.510 22.971 -25.285 26.978 -23.073 5.426 -1.730 -2.014 0.271 -0.491 1.317 -0.421 -27.892 33.104 -27.113 25.743 -23.562 18.725 -16.117 4.990 3.450 2.839
17:07:07 03/17/10
-0.188 1.807 -0.963 2.229 -2.588 -0.056 -5.309 -4.956 -4.146 1.984 -2.423 -2.714 -3.148 -4.494 -3.914 -7.311 17.390 -0.955 6.881 1.536 3.524 1.981 1.409 17.697 -1.388 7.291 1.116 3.924 1.505 1.580 -20.424 -3.467 7.877 7.292 -4.162 23.230 0.756 -2.051 -1.032 -0.938 -0.506 -0.715 1.938 2.501 1.711 1.500 1.093 0.802 0.023 -6.310 3.192 0.606
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
144 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20
D276P D277P D278P D279P D280P D281P D282P D283P D284P D285P D286P D287P D288P D289P D290P D291P D292P D293P D294P D295P D296P D297P D298P D299P D300P D301P D302P D303P D304P D305P D306P D307P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P
2.301 -5.220 -5.763 2.321 -0.529 0.002 -1.371 -1.386 -0.932 -0.700 -0.638 -0.566 -0.469 -0.389 -0.331 -0.275 -0.220 -0.166 -0.117 -0.074 -0.039 -0.018 -0.009 -0.003 1.615 1.101 0.798 0.568 0.387 0.222 0.088 0.022 -297.027 -297.882 -208.412 -132.799 -75.027 -28.158 1.594 -4.413 -3.177 -5.556 -35.820 -38.139 -40.557 -87.666 -75.261 -78.024 -415.671 -191.043 -363.907 -414.950
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-1.216 0.225 -7.135 3.602 -1.026 -0.046 -9.848 8.491 -10.013 8.682 -9.425 8.122 -5.939 4.903 -5.225 4.640 -4.782 4.363 -4.357 3.825 -0.905 0.479 -0.253 0.143 0.990 0.841 -0.380 0.433 0.240 0.172 -0.928 0.009 6.584 5.757 6.705 2.900 0.016 -6.350 -10.618 -18.603 -24.065 -26.443 -30.459 -35.634 -38.040 -51.917 -52.554 -55.293 -48.605 -15.519 4.713 -47.884
-3.920 5.391 -4.080 2.667 -0.987 -0.055 -11.838 12.682 -12.546 12.333 -12.107 11.494 -7.433 6.848 -6.651 6.446 -6.226 6.029 -5.819 5.263 -1.097 0.567 -0.294 0.169 -0.206 0.098 -1.320 0.064 -0.023 0.051 -1.375 0.011 313.431 312.633 222.497 138.055 74.845 15.207 -22.908 -33.280 -45.201 -47.581 -28.499 -36.490 -38.883 -12.905 -29.088 -31.796 318.012 160.581 378.638 318.733
17:07:07 03/17/10
-2.074 4.632 5.135 -2.101 0.413 0.001 1.221 1.212 0.802 0.589 0.526 0.462 0.382 0.314 0.260 0.209 0.157 0.108 0.063 0.030 0.012 0.002 -0.002 -0.001 -1.400 -0.920 -0.651 -0.453 -0.286 -0.134 -0.033 -0.000 320.477 319.679 224.492 137.749 76.415 17.378 -19.522 -30.772 -42.243 -44.626 -31.706 -39.674 -42.065 -12.966 -30.695 -33.398 320.266 160.856 388.687 320.987
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3
D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D372P D373P D374P D375P D376P D377P D378P D379P
-293.581 -201.104 -97.623 -180.701 -71.477 -74.689 -13.912 -170.580 -2.381 -26.539 -73.659 -131.206 -207.005 -317.108 -316.334 -294.408 -233.605 -232.779 -201.878 -160.205 -159.431 -179.261 -134.377 -133.598 -95.809 -69.786 -76.021 -76.341 -58.743 -43.530 -30.567 -21.991 -6.343 -1.125 -0.306 -74.583 -58.790 -43.479 -30.519 -21.929 -13.849 -6.273 -1.042 -0.207 -21.472 3.807 -66.458 -54.432 -35.805 -32.147 0.701 -16.831
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-32.491 -22.511 3.822 1.000 -6.234 0.878 0.814 -16.814 -14.337 -4.787 1.336 4.293 7.918 -19.703 -18.929 -33.317 -19.830 -19.003 -23.285 -16.239 -15.465 -31.034 4.250 -23.878 -17.450 3.165 -4.684 -5.380 1.770 1.682 0.894 0.770 0.863 0.052 -0.050 -10.412 -9.742 -9.116 -5.741 -5.259 -4.768 -4.120 -0.711 -0.193 -11.422 2.492 -51.359 -42.644 -27.883 -25.377 0.425 -11.839
229.470 156.805 96.417 172.210 59.613 72.854 13.636 136.159 -26.370 16.715 76.118 139.249 223.516 277.593 278.367 228.644 193.609 194.435 156.031 126.879 127.653 129.436 132.320 95.366 68.163 69.596 66.152 66.169 58.319 43.215 29.957 21.430 6.360 0.817 0.082 57.726 42.968 28.658 21.186 13.394 6.123 -0.424 -0.120 -0.102 11.525 -0.325 -3.129 -2.436 -3.715 -3.208 -0.183 1.734
17:07:07 03/17/10
232.714 158.875 79.590 152.840 60.723 65.632 9.735 135.546 -22.985 18.886 77.687 138.943 225.510 278.823 279.597 231.888 194.088 194.915 158.101 126.193 126.967 153.415 112.587 113.699 81.876 57.610 65.255 67.327 50.237 35.593 25.249 17.242 2.738 0.140 -0.098 65.734 50.466 35.729 25.388 17.370 9.862 2.854 0.242 0.005 38.055 -4.148 48.350 40.119 24.908 23.580 -0.928 16.640
NG NG
NG
Helman O. Mozo
Page
Job
146 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21
D380P D381P D382P D383P D384P D385P D386P D387P D388P D389P D390P D391P D392P D393P D394P D395P D396P D397P D398P D399P D400P D401P D402P D403P D404P D405P D406P D407P D408P D409P D410P D411P D412P D413P D414P D415P D416P D417P D418P D419P D420P D421P D422P D423P D424P D425P D426P D427P D428P D429P D430P D431P
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-1.201 2.224 -2.339 -0.069 -5.316 -4.982 -3.961 0.366 0.828 0.416 0.827 -2.241 -1.657 2.574 2.097 -4.868 -4.178 8.947 10.043 2.002 -0.110 -3.357 -2.455 -3.566 -3.185 -0.305 1.504 -1.375 2.354 -2.530 -0.065 -4.762 -4.466 -4.236 2.054 -3.057 -3.771 -4.879 -6.627 -5.699 -11.055 21.795 0.851 8.416 3.371 4.755 3.027 1.500 22.125 1.177 8.161 3.644
17:07:07 03/17/10
-22.267 4.196 -10.934 -1.370 14.032 9.162 -5.245 -10.987 9.157 -29.029 29.347 -36.370 34.822 45.290 -44.208 -58.745 56.949 -77.236 76.297 7.604 3.944 -60.186 -48.593 -34.631 -29.132 2.491 -15.659 15.374 -2.933 7.250 1.125 -21.321 -14.456 2.034 -4.723 -0.125 0.794 -0.059 2.051 -1.822 6.915 -63.402 44.097 -37.647 31.620 -27.501 24.068 -21.930 -1.385 -22.912 25.114 -27.337
NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
147 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26 D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28
D432P D433P D434P D435P D436P D437P D438P D439P D440P D441P D442P D443P D444P D445P D446P D447P D448P D449P D450P D451P D452P D453P D454P D455P D456P D457P D458P D459P D460P D461P D462P D463P D464P D465P D466P D467P D468P D469P D470P D471P D472P D473P D474P D475P D476P D477P D478P D479P D480P D481P D482P D483P
-27.487 24.065 -21.999 3.009 23.058 -24.135 26.060 -23.239 5.267 -1.269 -1.455 0.279 -0.532 0.859 -0.285 -27.944 32.057 -27.588 25.808 -23.020 18.884 -16.086 4.897 3.641 3.025 -3.922 5.283 -3.965 2.627 -1.147 -0.055 -12.144 12.683 -12.518 12.191 -12.076 11.169 -7.654 6.793 -6.632 6.378 -6.224 5.981 -5.798 4.977 -1.340 0.562 -0.301 0.167 -0.117 0.189 -0.959
-26.504 16.307 -18.238 21.369 20.586 -25.852 13.988 -14.117 -15.399 -0.797 1.192 1.507 0.642 1.234 0.469 -24.199 21.308 -23.109 18.022 -18.902 13.603 -12.383 9.351 0.055 1.481 -1.303 0.043 -6.773 3.591 -1.172 -0.045 -10.033 8.000 -10.303 8.320 -9.639 7.684 -6.265 4.718 -5.332 4.490 -4.858 4.269 -4.381 3.599 -1.088 0.470 -0.262 0.141 1.597 1.311 0.169
-17.017 21.084 -15.958 -15.229 14.306 -10.880 24.891 -20.601 22.367 -1.095 -3.217 -0.976 -1.421 0.040 -0.880 -18.363 27.184 -19.077 21.159 -16.134 15.223 -12.209 -1.563 5.292 2.917 -4.425 7.642 0.780 0.273 -0.428 -0.047 -8.219 10.905 -8.403 9.775 -8.314 8.849 -5.301 5.517 -4.660 5.040 -4.430 4.580 -4.179 3.714 -1.033 0.490 -0.253 0.144 -1.701 -0.977 -1.475
4.493 3.323 1.350 -20.337 -3.685 9.133 5.975 -3.425 22.078 -0.034 -2.761 -1.486 -1.232 -0.710 -0.888 4.479 3.562 2.469 1.839 1.696 0.926 0.237 -6.526 3.100 0.717 -2.010 4.788 4.865 -2.057 0.430 0.002 1.270 1.821 1.177 0.889 0.800 0.699 0.579 0.477 0.396 0.317 0.239 0.163 0.092 0.042 0.015 0.000 -0.003 -0.002 -2.057 -1.392 -0.985
17:07:07 03/17/10
23.900 -23.546 20.823 3.507 -22.185 22.420 -27.554 24.221 -9.511 1.361 1.940 0.016 0.789 -0.700 0.451 27.367 -32.719 27.127 -26.199 22.676 -19.102 16.036 -3.628 -4.110 -3.177 4.139 -5.872 3.359 -2.413 1.032 0.061 11.961 -12.942 12.327 -12.361 11.904 -11.328 7.524 -6.905 6.525 -6.479 6.128 -6.070 5.715 -5.045 1.301 -0.585 0.284 -0.174 0.438 0.087 1.183
NG NG NG NG
Helman O. Mozo
Page
Job
148 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22 M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26
D484P D485P D486P D487P D488P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P
0.128 0.015 0.110 -1.036 0.053 320.365 319.566 225.293 138.694 77.608 19.040 -17.995 -29.087 -40.592 -42.975 -28.690 -41.923 -46.280 -13.042 -33.743 -38.523 320.112 159.653 388.533 320.833 232.602 158.800 96.063 171.893 59.577 72.925 13.586 136.408 -21.459 20.548 78.880 139.888 226.311 278.683 279.457 231.775 194.015 194.842 158.026 126.365 127.139 129.833 132.365 95.024 68.083 69.407 66.236
0.688 0.408 0.292 -0.661 0.045 13.040 12.213 15.087 10.299 13.006 7.870 -2.747 -14.874 -19.687 -22.072 -34.406 -44.851 -49.220 -54.910 -63.255 -68.059 -53.181 -14.712 12.716 -52.459 -32.516 -21.610 4.117 1.336 -6.041 0.449 0.756 -16.712 -6.449 9.433 14.327 11.693 16.299 -23.882 -23.108 -33.343 -22.706 -21.880 -22.384 -18.263 -17.489 -30.327 4.912 -23.631 -17.121 3.078 -4.443
-0.471 -0.357 -0.111 -0.794 0.022 487.535 486.753 339.498 209.843 112.637 25.330 -23.855 -36.004 -50.665 -53.046 -26.680 -41.462 -45.812 8.307 -18.122 -22.891 524.757 249.260 591.754 525.478 375.485 254.098 136.494 252.196 92.636 106.210 18.488 215.234 -27.225 26.810 113.885 210.950 340.432 443.315 444.089 374.659 310.377 311.204 253.324 202.346 203.120 220.504 190.107 162.205 116.080 98.325 100.874
-0.688 -0.435 -0.200 -0.045 0.002 320.013 319.215 216.920 129.389 61.770 1.937 -25.409 -31.776 -43.732 -46.110 -26.155 -37.350 -41.709 -4.417 -22.702 -27.487 328.053 159.678 390.039 328.775 236.032 159.848 78.765 151.059 60.513 66.175 9.764 135.175 -28.897 3.445 63.043 130.583 217.938 285.947 286.721 235.206 198.435 199.262 159.074 128.022 128.796 152.696 111.671 113.084 81.396 57.233 64.982
17:07:07 03/17/10
0.044 0.139 0.025 1.119 -0.021 -296.509 -297.364 -207.915 -131.821 -73.763 -26.853 3.276 -2.872 -1.681 -4.060 -34.667 -37.912 -42.301 -89.786 -79.649 -84.488 -415.983 -189.735 -363.844 -415.261 -293.735 -201.151 -114.052 -199.749 -70.318 -82.027 -17.763 -171.430 -0.698 -25.235 -72.395 -130.228 -206.508 -317.167 -316.393 -294.562 -233.664 -232.837 -201.925 -160.396 -159.622 -155.670 -154.085 -114.873 -82.005 -81.548 -76.992
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 R3 D2 D3 D5 D6 R6 R3 D4 R6 D7 R9 D7 D9 D10 D10 D10 D13 D13 D14 D14 D15 D15 D16 D16 D18 D18 R9 R3 D2 D3 D5 D6 R6 R3
D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D553P D554P D555P D556P D557P D558P D559P D560P D561P D562P D563P D564P D565P D566P D567P D568P D569P D570P D571P D572P D573P D574P D575P D576P D577P D578P D579P D580P D581P D582P D583P D584P D585P D586P D587P
66.040 58.073 43.050 29.990 21.343 6.326 0.968 0.085 57.607 42.828 28.713 21.117 13.361 6.105 -0.268 -0.117 -0.103 13.597 -0.510 -3.150 -2.619 -4.162 -3.814 -0.337 1.887 -1.190 2.389 -2.839 -0.060 -5.188 -4.850 -3.981 0.601 0.855 0.392 0.679 -2.043 -1.937 2.718 2.363 -4.984 -4.830 9.714 10.080 2.002 -0.347 -3.020 -2.357 -3.614 -3.312 -0.382 1.775
-5.730 1.461 1.474 0.855 0.665 0.836 0.165 -0.046 -10.651 -10.005 -9.186 -5.867 -5.337 -4.814 -4.022 -0.706 -0.193 -12.994 1.054 -40.595 -34.101 -27.960 -25.503 0.378 -8.398 12.578 0.195 4.734 0.802 -20.281 -15.296 0.328 6.206 -4.228 18.296 -22.081 26.320 -31.749 -32.400 38.736 40.895 -50.627 68.882 -52.255 -2.894 -0.770 31.590 27.843 20.066 17.740 -1.903 10.244
102.171 83.107 60.867 42.791 30.073 7.765 1.239 0.132 94.432 71.917 50.307 36.171 24.147 12.990 2.961 0.390 -0.012 36.617 -1.972 32.473 27.586 19.249 17.839 -1.010 11.452 -16.582 4.241 -10.523 -0.947 10.876 6.902 -6.877 -5.795 5.007 -17.687 23.092 -29.661 28.506 36.650 -34.936 -48.808 42.873 -54.208 67.371 6.617 0.190 -39.556 -33.917 -27.796 -24.500 1.194 -7.446
67.646 50.401 35.710 25.328 17.297 2.741 0.135 -0.098 65.929 50.677 35.870 25.488 17.443 9.908 2.869 0.240 0.004 38.886 -3.076 50.211 42.763 32.090 30.025 -1.651 16.107 -27.100 4.957 -13.139 -1.286 19.315 14.136 -7.234 -7.669 3.993 -23.289 29.963 -37.622 39.192 46.093 -48.406 -60.214 61.301 -83.095 79.489 8.032 0.485 -61.498 -52.846 -41.012 -35.444 2.563 -12.974
17:07:07 03/17/10
-75.062 -66.576 -50.987 -35.304 -26.092 -9.930 -1.950 -0.489 -66.468 -51.151 -36.466 -26.249 -17.921 -10.092 -3.154 -0.683 -0.101 -0.459 -0.057 -9.861 -7.247 -4.777 -3.049 -0.139 -0.838 -6.952 1.046 -1.946 -0.183 -1.948 -0.299 1.147 -2.482 -2.518 -0.245 -0.362 0.493 0.429 -1.626 -1.335 3.252 3.159 -11.094 -11.360 0.891 0.112 -9.917 -7.148 -4.480 -2.763 -0.150 -0.994
NG NG
NG NG
NG
NG NG NG NG NG NG NG NG NG NG NG
NG NG
NG
Helman O. Mozo
Page
Job
150 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D4 R6 D7 R9 D7 D9 D10 R9 H22 H22 H1 H1 H20 H19 D19 D20 D20 D21 D21 D22 D22 D19 D20 D20 D21 D21 D22 D22 H22 D23 D23 D23 D23 H23 H24 H24 H24 H25 H25 H25 D24 D24 D24 D24 D25 D25 D25 H25 H26 D26 D26 D26
D588P D589P D590P D591P D592P D593P D594P D595P D596P D597P D598P D599P D600P D601P D602P D603P D604P D605P D606P D607P D608P D609P D610P D611P D612P D613P D614P D615P D616P D617P D618P D619P D620P D621P D622P D623P D624P D625P D626P D627P D628P D629P D630P D631P D632P D633P D634P D635P D636P D637P D638P D639P
-1.490 2.436 -2.969 -0.072 -4.835 -4.544 -4.152 2.056 -2.415 -2.712 -3.149 -4.491 -3.917 -7.296 17.668 -1.369 7.287 1.118 3.940 1.541 1.757 17.212 -0.921 6.849 1.556 3.494 1.956 1.218 -20.440 -3.850 8.730 6.336 -3.736 22.965 0.438 -2.097 -1.028 -0.937 -0.501 -0.699 2.905 2.457 1.855 1.356 1.231 0.655 0.117 -6.344 3.351 0.674 -2.085 4.843
-16.814 5.190 -11.330 -0.964 10.853 6.856 -7.314 6.640 -1.674 -1.919 -2.429 -3.145 -3.208 -4.769 32.571 -25.489 28.894 -21.655 22.721 -17.397 17.594 -15.936 27.812 -20.790 25.028 -18.071 20.487 -15.893 -14.735 13.613 -11.088 24.526 -19.959 22.273 -1.321 -3.233 -0.596 -1.150 0.547 -0.909 -17.738 27.106 -19.094 20.581 -16.778 14.766 -12.086 -1.283 5.297 2.613 -4.514 7.910
12.254 -0.674 5.339 0.801 -19.749 -14.808 0.520 -2.838 -1.969 -1.922 -2.437 -3.134 -3.224 -4.776 -15.626 27.605 -20.539 24.755 -17.783 20.221 -15.459 32.231 -25.055 28.518 -21.300 22.372 -17.068 17.255 -14.611 -19.198 23.853 -15.274 14.538 11.489 1.998 0.148 -0.908 -0.218 -1.276 -0.111 21.999 -23.494 21.811 -18.596 18.571 -13.812 12.249 -7.917 -0.428 -1.644 1.460 -0.829
18.214 -3.001 9.626 1.056 -25.842 -18.708 4.871 -5.094 -0.362 0.675 -0.182 1.428 -1.065 3.956 -56.691 44.450 -38.894 33.584 -28.965 25.673 -23.326 7.937 -23.919 25.227 -26.768 23.756 -23.253 20.975 3.945 -21.601 22.724 -27.978 24.013 -9.892 1.782 2.333 -0.061 0.683 -1.211 0.448 27.628 -33.436 26.684 -25.941 23.227 -18.771 16.223 -3.731 -4.242 -3.206 4.121 -6.286
17:07:07 03/17/10
-7.154 1.057 -1.966 -0.169 -2.040 -0.363 1.188 0.861 2.406 4.077 2.791 7.340 1.802 15.344 -67.299 21.783 -20.907 5.659 -9.116 0.826 -4.293 -66.840 21.362 -20.492 5.246 -8.690 0.450 -3.717 27.774 4.911 -10.512 -8.014 4.919 -27.293 -0.408 2.447 1.236 1.129 0.618 0.822 -3.279 -2.910 -2.191 -1.651 -1.472 -0.819 -0.148 7.599 -3.848 -0.814 2.312 -5.431
NG
NG
NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
151 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D26 D26 D26 H28 D27 D27 D27 D27 D27 D27 D27 D27 D27 D28 D28 D28 D28 D28 D28 D28 D28 D28 H28 H28 H28 H28 H28 H28 H28 H28 M18 M17 M16 M15 M14 M13 M12 M10 M9 M8 M7 M6 M5 M4 M3 M2 M19 M1 M19 M20 M21 M22
D640P D641P D642P D643P D644P D645P D646P D647P D648P D649P D650P D651P D652P D653P D654P D655P D656P D657P D658P D659P D660P D661P D662P D663P D664P D665P D666P D667P D668P D669P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P
4.957 -2.130 0.363 0.001 0.933 1.254 0.814 0.569 0.522 0.467 0.383 0.313 0.260 0.209 0.157 0.108 0.063 0.030 0.012 0.002 -0.002 -0.001 -1.363 -0.920 -0.651 -0.453 -0.286 -0.134 -0.033 -0.000 326.599 325.800 230.258 136.169 69.041 7.840 -30.384 -35.781 -47.974 -50.350 -25.821 -41.801 -46.648 -1.288 -18.412 -20.735 328.031 159.001 397.695 328.752 237.701 161.138
0.744 0.279 -0.385 -0.047 -8.317 10.498 -8.699 9.616 -8.561 8.900 -5.300 5.428 -4.783 5.003 -4.500 4.569 -4.221 3.904 -0.866 0.495 -0.246 0.145 -1.210 -0.670 -1.464 -0.331 -0.264 -0.095 -1.021 -0.010 490.464 489.682 344.413 206.207 108.207 20.959 -34.181 -40.686 -55.820 -58.197 -24.376 -42.158 -46.999 15.898 -6.238 -8.551 530.548 248.133 598.219 531.270 379.167 255.774
6.512 -3.405 0.893 0.049 9.685 -8.668 9.882 -8.794 9.313 -8.226 5.853 -4.978 5.154 -4.707 4.719 -4.422 4.303 -3.868 0.878 -0.495 0.242 -0.147 -0.774 -0.660 0.527 -0.319 -0.138 -0.084 0.983 0.013 19.015 18.188 17.260 10.424 5.402 -3.902 -10.144 -19.748 -25.065 -27.443 -32.853 -44.714 -49.575 -46.898 -52.749 -55.094 -47.669 -14.402 19.318 -46.947 -28.920 -19.948
3.722 -2.337 1.007 0.058 12.190 -12.922 12.397 -12.412 12.003 -11.606 7.345 -6.921 6.581 -6.513 6.163 -6.088 5.765 -5.306 1.070 -0.584 0.283 -0.173 0.356 0.084 1.467 0.051 0.125 0.037 1.430 0.010 -294.065 -294.919 -201.228 -119.157 -59.189 -14.296 13.857 1.172 2.744 0.360 -36.496 -40.950 -45.833 -102.432 -94.358 -96.732 -423.860 -188.465 -365.358 -423.138 -297.080 -202.139
17:07:07 03/17/10
-5.584 2.350 -0.479 0.002 -1.082 -1.428 -0.944 -0.680 -0.633 -0.571 -0.470 -0.388 -0.330 -0.276 -0.220 -0.166 -0.117 -0.074 -0.039 -0.018 -0.009 -0.003 1.577 1.101 0.798 0.568 0.387 0.222 0.088 0.022 -302.324 -303.179 -212.329 -128.603 -64.283 -15.912 15.895 4.520 6.364 3.978 -36.954 -40.575 -45.458 -104.304 -96.477 -98.850 -423.546 -189.185 -372.653 -422.825 -298.610 -203.384
Helman O. Mozo
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152 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
M25 M24 M26 M27 M28 M1 M10 M13 M14 M15 M16 M20 M20 M20 M21 M21 M21 M22 M22 M24 M24 M24 M25 M25 M26 M26 M27 M27 M27 M27 M28 M28 M28 M27 M27 M27 M27 M27 M28 M28 M28 M28 H18 H18 H18 H18 R3 R3 R3 R3 R3 R3
D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P D734P D735P D736P D737P D738P D739P D740P D741P D742P D743P
78.889 150.892 60.499 65.857 9.735 135.402 -33.822 9.473 70.314 137.363 231.276 285.109 285.883 236.875 197.708 198.534 160.364 127.172 127.946 152.192 111.513 112.831 81.381 57.225 65.064 67.493 50.212 35.600 25.247 17.242 2.738 0.140 -0.098 65.754 50.460 35.731 25.387 17.370 9.862 2.854 0.242 0.005 -23.523 12.751 37.923 -0.656 -1.058 -1.007 -1.046 0.612 0.551 0.594
136.296 250.002 92.507 106.005 18.502 215.135 -37.497 22.459 109.455 207.314 345.347 447.826 448.600 378.340 312.987 313.813 255.000 203.042 203.816 218.815 189.124 161.625 115.747 98.025 100.706 102.294 83.122 60.914 42.710 30.096 7.787 1.136 0.129 94.420 71.847 50.169 36.145 24.117 12.968 2.838 0.387 -0.011 -12.917 35.091 28.645 -19.934 -1.442 -1.377 -1.442 -0.223 -0.228 -0.226
-21.703 -28.190 -4.484 -9.943 -4.991 -18.127 -13.862 -1.961 6.722 11.818 18.472 -19.222 -18.448 -29.746 -20.047 -19.220 -20.722 -17.825 -17.052 5.422 -25.811 4.134 3.604 -15.200 -6.036 -3.675 -10.270 -9.621 -6.211 -5.519 -4.468 -1.038 -0.355 1.549 1.422 1.366 0.610 0.700 0.781 0.702 -0.089 -0.010 -18.246 -12.621 32.536 22.288 -0.223 -0.228 -0.226 0.996 0.920 0.991
-113.724 -198.713 -70.104 -82.256 -17.813 -171.224 9.858 -12.046 -57.821 -117.563 -199.821 -324.253 -323.479 -297.906 -237.991 -237.165 -202.912 -162.309 -161.535 -153.931 -152.980 -114.271 -81.521 -81.525 -76.731 -75.342 -66.793 -51.162 -35.273 -26.180 -9.965 -1.803 -0.486 -66.568 -51.293 -36.407 -26.318 -17.953 -10.109 -2.994 -0.680 -0.100 5.825 -25.134 10.551 34.495 0.612 0.551 0.594 0.612 0.551 0.594
17:07:07 03/17/10
-96.923 -178.753 -71.254 -74.914 -13.912 -170.438 11.896 -13.662 -62.916 -127.010 -210.922 -323.323 -322.549 -299.437 -237.198 -236.372 -204.158 -161.170 -160.396 -178.039 -133.302 -132.729 -95.313 -69.401 -75.830 -76.507 -58.717 -43.538 -30.565 -21.992 -6.343 -1.125 -0.306 -74.603 -58.784 -43.480 -30.519 -21.929 -13.849 -6.273 -1.042 -0.207 40.131 0.323 -21.720 13.708 0.612 0.551 0.594 -1.058 -1.007 -1.046
Helman O. Mozo
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Job
153 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
R3 R3 R3 R3 R3 R3 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6 H6
D744P D745P D746P D747P D748P D749P D750P D751P D752P D753P D754P D755P D756P D764P D765P D766P D767P D768P D769P D770P
0.612 0.551 0.594 -1.058 -1.007 -1.046 1.456 -0.701 -0.711 1.523 -9.826 -1.669 -1.801 1.346 0.036 0.027 0.962 -2.382 -1.447 -1.459
0.996 0.920 0.991 -0.223 -0.228 -0.226 0.541 -2.712 1.102 1.109 -8.507 1.352 -5.711 0.246 -1.506 1.188 1.055 -1.387 0.191 -2.654
-0.223 -0.228 -0.226 -1.442 -1.377 -1.442 1.059 1.115 -2.714 0.588 -9.034 -4.498 2.305 1.328 1.175 -1.529 -0.027 -2.484 -2.690 0.139
-1.058 -1.007 -1.046 -1.058 -1.007 -1.046 -0.709 1.515 -3.638 -1.424 -1.297 -6.322 5.617 0.035 1.130 -2.563 -1.439 -1.465 -2.676 1.182
17:07:07 03/17/10
-1.058 -1.007 -1.046 0.612 0.551 0.594 -3.597 -1.428 -1.419 -3.661 5.841 -0.956 -1.071 -2.754 -1.450 -1.437 -2.375 0.954 0.025 0.024
NG NG
Helman O. Mozo
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Job
154 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 1 "COMBO 1-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0006712 4.112e-005 -0.00677 0.2359 0.2806 0.1150 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01603 -940.3 63.22 0.0000 0.0000 0.0000 -3.506 -947.4 71.81 D4Z13P 0.01543 188.3 -12.66 0.0000 0.0000 0.0000 0.01543 181.6 0.6771 D5Z19P 0.0173 1.168e-005 -0.001165 -0.0027 0.0330 0.0086 -6.323 -6.34 18.73 D6Z26P 0.02593 -877.2 58.97 0.0000 0.0000 0.0000 -2.507 -883.1 85.26 D7Z31P 0.02532 192.8 -12.97 0.0000 0.0000 0.0000 0.02532 187.3 18.35 D8Z26P 0.02616 0.0009909 -0.00221 -0.0015 0.0393 0.0124 -5.807 -5.832 26.28 D9Z13P 0.018 0.0002201 -0.001321 0.0041 -0.0162 0.0084 -6.685 -6.703 13.34 D10Z31P 0.02591 0.0006333 -0.002398 0.0075 -0.0214 0.0188 -5.468 -5.494 31.32 D11Z36P 0.02545 0.0005047 -0.002488 -0.0057 0.0304 0.0190 -5.133 -5.158 36.32 D12Z45P 0.03428 0.002166 -0.003722 -0.0003 0.0437 0.0225 -4.569 -4.601 44.57 D13Z45P 0.03424 -923.2 62.06 0.0000 0.0000 0.0000 -2.349 -927.8 106.6 D14Z50P 0.03212 190.8 -12.83 0.0000 0.0000 0.0000 0.03212 186.6 37.53 D15Z55P 0.03042 0.000928 -0.003961 -0.0028 0.2072 0.0178 -3.853 -3.882 55.28 D16Z68P 0.0234 -0.0008615 -0.0009083 -0.0016 -0.3589 0.1100 3.055 -3.032 67.95 D17Z68P 0.02305 0.000657 -0.003994 -0.0373 -0.2402 0.0574 -3.008 -3.031 67.95 D18Z55P 0.03086 -0.001135 -0.0006243 -0.0039 0.2014 0.0561 3.914 -3.884 55.28 D19Z75P 0.01166 -0.001682 -0.001742 -0.0049 -0.0032 0.0952 2.545 -2.535 75.35 D20Z75P 0.01356 0.001594 -0.003321 0.0416 -0.1482 0.0501 -2.52 -2.532 75.35 D21Z81P 0.005769 -0.001176 -0.002713 -0.0227 -0.0783 0.1066 2.138 -2.134 81.32 D22Z81P 0.004791 0.001247 -0.002118 0.0041 -0.0263 0.0479 -2.128 -2.131 81.32 D23Z86P 0.001556 0.0006298 -0.0009736 -0.0126 -0.0348 0.0522 -1.825 -1.826 85.87 D24Z86P 0.0009077 -0.0009188 -0.003908 0.0192 -0.0154 0.1109 1.827 -1.827 85.87 D25Z90P -0.0003622 -0.001324 -0.005093 -0.0878 -0.0600 0.1114 1.576 -1.578 89.59 D26Z90P -0.0002495 0.001686 0.0002959 0.0479 -0.0522 0.0514 -1.577 -1.575 89.6 D27Z93P 0.0004659 -0.0002186 0.002111 -0.0902 0.1398 0.0499 -1.325 -1.325 93.34 D28Z50P 0.03221 0.001319 -0.003882 0.0130 -0.0935 0.0341 -4.182 -4.213 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01504 940.3 -63.22 0.0000 0.0000 0.0000 3.538 933.3 -54.63 D31Z19P 0.01765 -0.0007275 -0.0009698 -0.0013 0.0259 0.0219 6.358 -6.341 18.73 D32Z26P 0.02432 877.2 -58.98 0.0000 0.0000 0.0000 2.557 871.4 -32.69 D33Z26P 0.02435 -0.0002306 -0.0009008 -0.0029 0.0393 0.0304 5.857 -5.833 26.28 D34Z13P 0.01767 -7.028e-005 -0.0003243 0.0099 -0.0027 0.0177 6.721 -6.703 13.34 D35Z31P 0.0254 -0.0005058 -0.001031 0.0012 -0.0012 0.0398 5.52 -5.495 31.32 D36Z36P 0.02583 -0.0007949 -0.001193 0.0009 0.0309 0.0439 5.184 -5.159 36.32 D37Z45P 0.03344 -0.001389 -0.0005536 -0.0022 0.0439 0.0533 4.637 -4.605 44.57 D38Z45P 0.0334 923.2 -62.07 0.0000 0.0000 0.0000 2.417 918.6 -17.49 D39Z50P 0.03217 -0.001261 -0.0005707 -0.0070 -0.0787 0.0685 4.247 -4.216 50.35 D40Z113P 0.1505 -0.0001951 0.009233 -0.0110 0.5584 0.1070 -1.174 -1.325 113.3 D41Z113P 0.1505 0.0002601 -0.01489 0.0188 0.5601 0.1775 1.476 -1.325 113.2 D42Z110P 0.1189 -0.000173 0.00853 0.0159 0.5312 0.0975 -1.206 -1.325 109.9
17:07:07 03/17/10 Designed by
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155 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.1189 0.0003151 0.08942 -0.0002274 0.08942 0.000336 0.06223 -0.0001956 0.06226 0.000261 0.03793 -0.0001168 0.03787 0.0002104 0.01708 2.677e-005 0.01727 -0.0001053 0.00644 0.002727 0.0262 0.002894 0.04919 0.001107 0.07532 0.0009953 0.1037 0.000473 0.1344 0.0004264 0.1666 0.0002885 0.009951 -0.006787 0.02782 -0.0006236 0.05011 -0.002485 0.07567 -0.0001999 0.104 -0.0008578 0.1344 -0.0001257 0.1667 -0.0002191 0.1851 0.0002784 0.1948 -0.0005281 0.1947 0.0008005 0.185 -0.0001093 0.2116 0.0001528 0.2117 0.0009419 0.2293 0.0001083 0.2294 0.0005714 0.2473 0.000252 0.2473 0.0005812 0.2657 0.0001924 0.2658 0.000323 0.2847 0.0003207 0.2847 0.0003006 0.3037 0.0002854 0.3038 6.712e-005 0.323 -0.00019 0.3231 0.000429 0.3642 0.0005203 0.3641 -0.0003849 0.3362 -0.0002736 0.3498 0.0007252 0.3499 -0.0005903 0.3362 0.0004666 0.5391 -0.0003367 0.5391 -9.132e-005 0.3728 -0.0003048 0.3818 0.0005147 0.3909 -0.0003473
-0.01405 0.007658 -0.01303 0.0066 -0.0118 0.005337 -0.01036 0.003848 -0.008632 0.003046 -0.009602 0.006023 -0.01248 0.008138 -0.01451 0.009545 -0.00766 0.004652 -0.01111 0.00718 -0.01358 0.008923 -0.01526 -0.01206 0.00452 -0.01045 0.006233 0.004807 -0.01081 0.005095 -0.01109 0.005307 -0.01137 0.005521 -0.01158 0.005671 -0.01178 0.005826 -0.01193 -0.01208 0.005934 0.002102 -0.008324 -0.01086 0.003415 -0.0096 0.004712 0.003118 -0.0095 -0.008518 0.002422 -0.00883
-0.0336 -0.0161 0.0462 0.0333 -0.0884 -0.0438 0.1363 0.0894 -0.2562 -0.0057 0.0213 0.0046 0.0084 -0.0013 0.0051 0.0019 0.0079 -0.0075 -0.0131 -0.0034 -0.0025 -0.0006 -0.0141 -0.0856 0.0167 -0.0481 0.0635 -0.0242 0.0174 0.0038 0.0055 -0.0033 0.0045 -0.0007 0.0067 -0.0022 0.0028 -0.0016 0.0135 0.0025 -0.0046 -0.0002 -0.0219 -0.0148 0.0185 -0.0244 0.0071 0.0055 -0.0015 0.0016 0.0082 -0.0026
17:07:07 03/17/10
0.5231 0.4821 0.4976 0.4625 0.4305 0.3595 0.4233 0.3903 0.2573 0.2969 0.3628 0.4235 0.4710 0.5091 0.5473 0.5502 0.2940 0.3523 0.4182 0.4677 0.5080 0.5466 0.5606 0.5570 0.6288 0.6346 0.5481 0.7047 0.7109 0.7210 0.7178 0.7325 0.7323 0.7554 0.7546 0.7672 0.7675 0.7743 0.7722 0.7776 0.7824 0.8810 0.8875 0.7960 0.8152 0.8172 0.7745 1.0330 1.0332 0.9137 0.9341 0.9567
0.1671 0.0880 0.1567 0.0784 0.1463 0.0689 0.1359 0.0594 0.1254 0.0547 0.1307 0.0737 0.1515 0.0927 0.1723 0.1117 0.1202 0.0642 0.1411 0.0832 0.1619 0.1022 0.1827 0.2032 0.1205 0.2121 0.1182 0.1206 0.2100 0.1208 0.2079 0.1209 0.2058 0.1211 0.2038 0.1212 0.2017 0.1213 0.1996 0.1975 0.1215 0.1102 0.2068 0.2016 0.1154 0.2063 0.1212 0.1102 0.2067 0.2068 0.1102 0.2068
1.444 -1.236 1.414 -1.263 1.387 -1.287 1.363 -1.308 1.342 -1.319 1.351 -1.276 1.4 -1.221 1.459 -1.158 1.335 -1.297 1.375 -1.249 1.429 -1.191 1.492 1.087 -0.4952 0.8847 -0.7167 -0.4784 0.9017 -0.4607 0.9194 -0.4427 0.9373 -0.4243 0.9558 -0.4053 0.9747 -0.3863 0.9938 1.013 -0.3669 0.01418 0.7141 0.9129 -0.1135 0.8132 -0.2405 0.1891 0.8891 0.7228 0.03176 0.7409
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.322 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -1.332 -1.326 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9014 -0.6905 -0.6892 -0.9018 -0.6898 -0.6891 -0.6899 -0.6894 -0.6897 -0.6894 -0.6898 -0.6897 -0.6897 -0.6897 -0.6897 -0.6899 -0.6902 -0.6896 -0.3495 -0.3504 -0.5769 -0.4626 -0.4639 -0.5762 -0.3503 -0.3501 -0.3503 -0.3495 -0.3503
109.9 106.6 106.6 103.3 103.3 99.99 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
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156 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.4003 0.0004037 0.002667 0.0073 0.9771 0.1102 0.4098 -0.0002932 -0.009069 -0.0016 0.9946 0.2068 0.4195 0.0002986 0.002842 0.0067 1.0016 0.1102 0.4292 -0.0002642 -0.009237 -0.0018 1.0065 0.2068 0.439 0.0001928 0.002966 0.0065 1.0172 0.1102 0.4489 -0.0002303 -0.009359 -0.0017 1.0260 0.2068 0.4588 8.686e-005 0.003052 0.0064 1.0324 0.1102 0.4689 -0.0001982 -0.009441 -0.0017 1.0373 0.2068 0.4789 -1.908e-005 0.003101 0.0063 1.0415 0.1102 0.489 -0.0001663 -0.009487 -0.0016 1.0447 0.2067 0.4991 -0.0001248 0.003116 0.0058 1.0388 0.1102 0.5091 -0.0001356 -0.009498 -0.0016 1.0321 0.2067 0.5191 -0.0002307 0.003118 0.0055 1.0329 0.1102 0.5291 -0.000106 -0.0095 -0.0015 1.0332 0.2067 -0.001398 -0.0005198 0.001463 0.0551 0.0052 0.0482 0.001132 0.001845 -0.0003734 -0.0225 -0.0200 0.0529 0.003842 0.00096 -0.001559 0.0204 -0.0463 0.0495 0.007651 0.001119 -0.002573 -0.0014 -0.0751 0.0499 0.02144 0.004014 -0.004061 0.0028 -0.0256 0.0426 0.06371 0.001205 -0.006537 0.0185 -0.1502 0.0444 0.01506 0.000719 -2.062e-005 0.0021 0.0850 0.0053 0.01606 0.0003049 -0.00117 -0.0013 0.0853 -0.0007 0.3818 -0.0003476 -0.008674 0.0035 0.9338 0.2068 0.4003 -0.0003149 -0.00895 -0.0031 0.9759 0.2068 0.4195 -0.0002799 -0.009154 -0.0014 1.0015 0.2068 0.439 -0.0002468 -0.009298 -0.0018 1.0183 0.2068 0.4588 -0.0002143 -0.0094 -0.0017 1.0324 0.2068 0.4789 -0.0001821 -0.009464 -0.0017 1.0404 0.2068 0.4991 -0.0001507 -0.009493 -0.0016 1.0386 0.2067 0.5191 -0.0001207 -0.009499 -0.0015 1.0340 0.2067 -0.002634 0.002177 -0.006381 -0.0663 -0.0066 0.1119 0.0006645 -0.002047 -0.004454 0.0090 -0.0033 0.1119 0.002633 -0.0006305 -0.00342 -0.0144 -0.0566 0.1088 0.009746 -0.001702 -0.002165 -0.0123 -0.0593 0.1026 0.01229 -0.00154 -0.001667 0.0006 -0.0247 0.0927 0.06376 -0.001063 0.001702 -0.0094 -0.1109 0.0857 0 0 0 0.0000 0.0000 0.0000 0.0006549 -2.836e-005 -0.00693 -0.2433 0.2910 -0.0384 940.4 0.0007285 63.22 0.0000 0.0000 0.0000 1000 4.423e-005 113.8 0.0000 0.0000 0.0000 877.2 -0.000228 58.98 0.0000 0.0000 0.0000 1000 -0.0005235 105 0.0000 0.0000 0.0000 923.2 -0.001392 62.07 0.0000 0.0000 0.0000 1000 -0.001251 111.3 0.0000 0.0000 0.0000 0.01711 -0.001838 -0.001427 0.0039 -0.3706 -0.0549 0.02403 -0.001505 -0.0009791 -0.0032 0.2130 -0.0105 0.007473 -0.000603 -0.00227 -0.0035 -0.0049 -0.0341 0.001973 -0.0004555 -0.00327 0.0028 -0.0347 -0.0384 -0.0003732 -6.457e-005 -0.004269 -0.0294 -0.0100 -0.0409 -0.001366 0.0008629 -0.005394 0.0782 -0.0722 -0.0395 940.4 -0.0004235 63.22 0.0000 0.0000 0.0000 0.01607 -0.0004153 0.0002612 -0.0023 0.0859 0.0018
17:07:07 03/17/10
0.05027 0.7598 0.06946 0.7792 0.08898 0.7989 0.1088 0.8189 0.1289 0.839 0.1491 0.8591 0.1691 0.8791 -1.441 -1.691 -1.964 -2.308 -2.739 -3.341 7.038 -7.006 0.7318 0.7503 0.7695 0.789 0.8088 0.8289 0.8491 0.8691 1.437 1.693 1.97 2.326 2.773 3.469 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.048 3.907 2.541 2.134 1.826 1.575 947.4 7.039
-0.3496 -0.3503 -0.3497 -0.3503 -0.3498 -0.3502 -0.3499 -0.3502 -0.35 -0.3502 -0.3501 -0.3501 -0.3502 -0.3501 -1.44 -1.69 -1.967 -2.315 -2.756 -3.404 -7.022 -7.022 -0.3503 -0.3503 -0.3503 -0.3502 -0.3502 -0.3502 -0.3502 -0.3501 -1.438 -1.694 -1.968 -2.318 -2.762 -3.406 1.457e-011 1.325 -3.522 4.423e-005 -2.533 -0.0005235 -2.385 -0.001251 3.029 3.882 2.533 2.132 1.826 1.577 3.522 7.022
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 127.1 85.26 136.3 106.6 161.7 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0.01712 0.0004794 877.2 -0.0004743 0.02179 -0.0004722 0.01822 0.0001522 0.02226 -0.0005417 0.02226 -0.0006084 0.02704 -0.0008923 923.2 -0.0008888 0.02549 -0.001241 0.1511 0.0003735 0.1195 0.0004971 0.09005 0.0003926 0.06284 0.000398 0.03833 0.0003083 0.01754 0.0003961 0.02657 -0.002476 0.07593 -0.0002917 0.135 0.0003501 0.01012 0.006947 0.05064 0.00308 0.1046 0.00162 0.1673 0.001024 0.1858 0.0006976 0.1957 0.0003093 0.2123 0.0009165 0.2298 0.0006562 0.2476 0.0006252 0.2658 0.0003632 0.2846 0.000323 0.3035 9.713e-005 0.3227 7.48e-005 0.3632 -0.0004501 0.3355 -9.505e-005 0.349 -2.034e-005 0.5393 -9.092e-005 0.3719 -0.0002541 0.3901 -0.0002373 0.4091 -0.0002276 0.4286 -0.0002141 0.4485 -0.0001953 0.4686 -0.0001759 0.4889 -0.0001561 0.5091 -0.0001333 0.5292 -0.000105 0.3809 -0.0003186 0.3995 -0.000295 0.4188 -0.0002654 0.4385 -0.0002365 0.4585 -0.0002072 0.4787 -0.0001779 0.499 -0.0001489
0 -0.000614 58.98 -0.0006905 2.064e-005 -0.0008684 -0.001069 -0.0007574 62.07 -0.000864 -0.0149 -0.01407 -0.01307 -0.01185 -0.01044 -0.008752 -0.009704 -0.01253 -0.01453 -0.007799 -0.01118 -0.01361 -0.01527 -0.01201 -0.01032 -0.01065 -0.01098 -0.01122 -0.01146 -0.01164 -0.01181 -0.01194 -0.008347 -0.0108 -0.00958 -0.009519 -0.008522 -0.008835 -0.009075 -0.009248 -0.00937 -0.009453 -0.009499 -0.009515 -0.009518 -0.008698 -0.008973 -0.009176 -0.009319 -0.009421 -0.009485 -0.009513
0.0000 0.0000 0.0000 0.0036 0.0105 -0.0074 0.0000 0.0000 0.0000 0.0053 0.0264 -0.0096 -0.0070 -0.0127 -0.0073 0.0008 -0.0055 -0.0143 0.0026 0.0160 -0.0149 0.0035 0.0309 -0.0175 0.0000 0.0000 0.0000 0.0073 -0.0863 -0.0277 -0.0163 0.5612 -0.0956 0.0327 0.5229 -0.0861 -0.0470 0.4981 -0.0765 0.0865 0.4317 -0.0670 -0.1393 0.4262 -0.0575 0.2515 0.2608 -0.0479 -0.0252 0.3661 -0.0527 -0.0095 0.4719 -0.0718 -0.0008 0.5467 -0.0908 -0.0121 0.2981 -0.0432 0.0107 0.4201 -0.0622 0.0008 0.5082 -0.0813 -0.0034 0.5526 -0.1004 0.0591 0.5475 -0.1056 0.0148 0.6244 -0.1074 -0.0170 0.6967 -0.1078 0.0119 0.7131 -0.1081 0.0042 0.7249 -0.1085 0.0068 0.7480 -0.1089 0.0049 0.7597 -0.1092 0.0057 0.7678 -0.1096 0.0023 0.7751 -0.1099 -0.0011 0.8801 -0.0995 0.0173 0.7623 -0.1101 0.0323 0.7998 -0.1045 -0.0014 1.0399 -0.0995 -0.0102 0.9164 -0.0995 -0.0023 0.9635 -0.0995 -0.0024 0.9998 -0.0995 -0.0021 1.0152 -0.0995 -0.0020 1.0331 -0.0995 -0.0020 1.0442 -0.0995 -0.0019 1.0499 -0.0995 -0.0017 1.0408 -0.0995 -0.0015 1.0404 -0.0995 0.0017 0.9427 -0.0995 0.0004 0.9837 -0.0995 0.0000 1.0087 -0.0995 -0.0005 1.0242 -0.0995 -0.0005 1.0394 -0.0995 -0.0006 1.0485 -0.0995 -0.0009 1.0457 -0.0995
17:07:07 03/17/10
7.6 6.358 883.1 5.855 6.721 5.517 5.18 4.63 927.8 4.24 1.476 1.445 1.415 1.388 1.363 1.343 1.352 1.401 1.46 1.335 1.376 1.43 1.492 1.087 0.8857 0.9023 0.9198 0.9376 0.9558 0.9746 0.9935 1.013 0.7132 0.9122 0.8124 0.8893 0.7219 0.7401 0.7591 0.7786 0.7985 0.8186 0.8389 0.8591 0.8792 0.7309 0.7495 0.7688 0.7885 0.8085 0.8287 0.849
7.6 6.341 2.532 5.832 6.703 5.494 5.158 4.602 2.382 4.213 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.332 1.328 1.327 1.326 0.9024 0.6903 0.6909 0.6907 0.6906 0.6904 0.6903 0.6901 0.6901 0.3495 0.5766 0.4633 0.3499 0.3497 0.3498 0.3498 0.3498 0.3498 0.3498 0.3498 0.3499 0.3499 0.3497 0.3497 0.3497 0.3498 0.3498 0.3498 0.3499
0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.5192 -0.00012 D206Z92P -0.00327 -0.002354 D207Z88P -8.667e-006 0.001448 D208Z84P 0.001135 -0.0003878 D209Z79P 0.005132 -0.000378 D210Z72P 0.007028 -0.001088 D211Z62P 0.05968 -0.000754 D212Z93P 0 0 D213Z93P 0.0004285 0.0002034 D214Z9P 0.01588 -940.3 D215Z13P 0.01557 -188.3 D216Z26P 0.02176 -877.2 D217Z31P 0.02217 -192.8 D218Z45P 0.027 -923.2 D219Z50P 0.02544 -190.8 D220Z68P 0.01705 0.001863 D221Z55P 0.02383 0.001713 D222Z75P 0.00738 0.0004663 D223Z81P 0.00225 0.0001681 D224Z86P -0.0006813 0.0002215 D225Z90P -0.000898 -0.001311 D226Z9P 0.01719 940.3 D227Z9P 0.01744 -0.0006619 D228Z0P 0 0 D229Z19P 0.01662 0.0002488 D230Z26P 0.02305 877.2 D231Z26P 0.02322 -0.000176 D232Z13P 0.01874 -0.0003293 D233Z31P 0.02262 0.0005074 D234Z36P 0.02186 0.0009688 D235Z45P 0.02774 0.0002118 D236Z45P 0.0277 923.2 D237Z50P 0.02552 0.001231 D238Z113P 0.1511 -0.0003056 D239Z110P 0.1195 -0.0003051 D240Z107P 0.09005 -0.0002864 D241Z103P 0.06281 -0.0002885 D242Z100P 0.03839 -0.0002847 D243Z97P 0.01736 -0.000262 D244Z98P 0.02821 0.0002935 D245Z105P 0.07628 -0.0003045 D246Z112P 0.1351 -0.0003476 D247Z95P 0.006571 -0.002852 D248Z102P 0.04971 -0.001558 D249Z108P 0.1044 -0.000978 D250Z115P 0.1672 -0.0006989 D251Z117P 0.1858 -0.0004861 D252Z118P 0.1956 -9.933e-005 D253Z119P 0.2123 0.000169 D254Z121P 0.2298 3.266e-005 D255Z122P 0.2476 0.0002151 D256Z124P 0.2658 0.0001588
-0.009518 -0.006615 -0.004745 -0.003791 -0.002762 -0.002209 0.001476 0 0.00225 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 -0.003435 -0.003581 -0.002662 -0.001673 -0.0005696 0.000535 63.22 -0.001502 0 -0.001518 58.97 -0.002374 -0.001699 -0.002519 -0.002587 -0.003473 62.06 -0.003549 0.009228 0.008532 0.007675 0.006638 0.005401 0.003947 0.004732 0.007205 0.00892 0.003163 0.006072 0.008146 0.009538 0.006145 0.004448 0.004774 0.00502 0.005271 0.005452
-0.0014 0.0522 -0.0225 0.0040 0.0032 -0.0101 0.0086 0.0000 0.0937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0012 0.0018 0.0004 -0.0086 0.0199 -0.0442 0.0000 0.0009 0.0000 -0.0018 0.0000 -0.0034 -0.0086 -0.0117 -0.0007 -0.0049 0.0000 -0.0158 0.0109 -0.0167 0.0162 -0.0324 0.0459 -0.0858 0.0104 0.0039 0.0014 0.0096 -0.0032 0.0006 -0.0092 -0.0695 -0.0423 0.0070 -0.0024 -0.0030 -0.0009
17:07:07 03/17/10
1.0399 0.0098 -0.0051 -0.0331 -0.0684 -0.0028 -0.1200 0.0000 0.1461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3654 0.2161 -0.0011 -0.0352 -0.0126 -0.0302 0.0000 0.0872 0.0000 0.0158 0.0000 0.0296 -0.0287 -0.0204 0.0187 0.0335 0.0000 -0.0915 0.5562 0.5311 0.4825 0.4641 0.3617 0.3948 0.3556 0.4686 0.5462 0.3023 0.4255 0.5092 0.5584 0.5636 0.6300 0.7007 0.7105 0.7247 0.7473
-0.0995 0.8692 -0.0367 1.437 -0.0410 1.692 -0.0393 1.969 -0.0394 2.321 -0.0329 2.767 -0.0353 3.464 0.0000 1.9e-015 -0.0891 -1.325 0.0000 3.538 0.0000 0.01557 0.0000 2.555 0.0000 0.02217 0.0000 2.41 0.0000 0.02544 -0.0919 -3.014 -0.0404 -3.859 -0.0749 -2.526 -0.0825 -2.13 -0.0874 -1.827 -0.0880 -1.577 0.0000 -3.505 -0.0027 -7.005 0.0000 -7.6 -0.0174 -6.324 0.0000 -2.51 -0.0239 -5.81 -0.0146 -6.684 -0.0317 -5.472 -0.0347 -5.136 -0.0416 -4.575 0.0000 -2.355 -0.0551 -4.189 -0.1566 -1.174 -0.1454 -1.205 -0.1341 -1.235 -0.1229 -1.262 -0.1116 -1.287 -0.1004 -1.308 -0.1060 -1.297 -0.1285 -1.249 -0.1510 -1.19 -0.0947 -1.318 -0.1172 -1.275 -0.1398 -1.221 -0.1623 -1.158 -0.1819 -0.7158 -0.1904 -0.4944 -0.1888 -0.4777 -0.1871 -0.4602 -0.1855 -0.4424 -0.1839 -0.4242
0.3499 1.437 1.694 1.967 2.315 2.759 3.404 1.325 1.325 -933.3 -181.6 -871.4 -187.3 -918.6 -186.6 3.033 3.885 2.534 2.133 1.827 1.575 947.4 7.022 7.6 6.341 883.1 5.833 6.703 5.495 5.159 4.603 927.8 4.216 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.322 1.323 1.324 1.324 0.9012 0.6899 0.6902 0.69 0.6902 0.6902
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -54.63 0.6772 -32.69 18.35 -17.49 37.52 67.95 55.28 75.35 81.32 85.87 89.6 71.81 8.588 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2846 0.3035 0.3225 0.3631 0.3356 0.349 0.5393 0.3719 0.3901 0.4091 0.4286 0.4485 0.4686 0.4888 0.5091 0.5292 0.3809 0.3995 0.4189 0.4385 0.4585 0.4787 0.499 0.5191 -0.001589 -0.0002436 0.001157 0.0054 0.007175 0.05971 0 940.4 1000 877.2 1000 923.2 1000 940.4 877.2 923.2 0.3728 0.3909 0.4098 0.4292 0.4489 0.4689 0.489 0.5091 0.5291
0.000303 0.005634 -0.0042 0.7602 -0.1823 0.0002607 0.005764 0.0055 0.7650 -0.1806 0.0001979 0.005895 -0.0052 0.7690 -0.1790 0.0005824 0.002166 -0.0216 0.8880 -0.1927 0.0003092 0.004683 -0.0248 0.7825 -0.1849 0.0002124 0.003437 -0.0356 0.8029 -0.1911 -0.0003364 0.003185 0.0055 1.0403 -0.1926 0.0006176 0.002343 0.0094 0.9203 -0.1926 0.0004177 0.002624 0.0042 0.9637 -0.1926 0.0003423 0.002834 0.0055 1.0015 -0.1926 0.0002346 0.002978 0.0052 1.0134 -0.1926 0.0001336 0.003083 0.0053 1.0330 -0.1926 3.02e-005 0.00315 0.0053 1.0443 -0.1926 -7.312e-005 0.003182 0.0054 1.0516 -0.1926 -0.0001777 0.003185 0.0054 1.0391 -0.1926 -0.0002833 0.003185 0.0055 1.0402 -0.1926 0.0004899 0.002483 0.0120 0.9407 -0.1926 0.000387 0.002729 0.0035 0.9829 -0.1926 0.0002868 0.002905 0.0057 1.0087 -0.1926 0.0001847 0.00303 0.0052 1.0253 -0.1926 8.182e-005 0.003116 0.0054 1.0394 -0.1926 -2.134e-005 0.003165 0.0053 1.0474 -0.1926 -0.0001252 0.003182 0.0054 1.0459 -0.1926 -0.0002304 0.003185 0.0055 1.0410 -0.1926 0.0006832 0.001639 -0.0517 0.0154 -0.0864 -0.001278 -6.039e-005 0.0271 0.0092 -0.0884 0.000263 -0.001108 -0.0136 -0.0392 -0.0848 3.046e-005 -0.002199 -0.0037 -0.0604 -0.0818 0.0007341 -0.002732 0.0071 -0.0024 -0.0721 0.0008215 -0.006245 -0.0113 -0.1182 -0.0691 0 0 0.0000 0.0000 0.0000 -0.0006425 -63.22 0.0000 0.0000 0.0000 -4.861e-005 -139.1 0.0000 0.0000 0.0000 -0.0001651 -58.98 0.0000 0.0000 0.0000 0.000568 -130.9 0.0000 0.0000 0.0000 0.0002115 -62.07 0.0000 0.0000 0.0000 0.001275 -137 0.0000 0.0000 0.0000 0.0002913 -63.22 0.0000 0.0000 0.0000 0.0009783 -58.98 0.0000 0.0000 0.0000 0.002166 -62.07 0.0000 0.0000 0.0000 0.000639 0.002262 -0.0015 0.9089 0.1102 0.0005212 0.002544 0.0048 0.9567 0.1102 0.0003959 0.002755 0.0047 0.9928 0.1102 0.0002776 0.002904 0.0049 1.0082 0.1102 0.0001617 0.003009 0.0050 1.0261 0.1102 4.644e-005 0.003076 0.0050 1.0372 0.1102 -6.837e-005 0.003109 0.0052 1.0429 0.1102 -0.0001776 0.003117 0.0054 1.0339 0.1102 -0.0002839 0.003118 0.0055 1.0334 0.1102
Joint Support Reactions for Load Case "COMBO 1-1":
17:07:07 03/17/10
-0.4054 0.6903 125.1 -0.3865 0.6903 126.5 -0.3675 0.6902 127.9 0.0131 0.3506 130.9 -0.2411 0.577 128.9 -0.1143 0.4635 129.9 0.1893 0.3497 140.9 0.02187 0.3506 131.4 0.04009 0.3504 132.6 0.05911 0.3503 133.7 0.07862 0.3502 134.8 0.09845 0.3501 135.9 0.1186 0.35 137 0.1388 0.3499 138.1 0.1591 0.3498 139.2 0.1792 0.3497 140.3 0.03087 0.3505 132 0.04951 0.3504 133.1 0.06886 0.3503 134.2 0.0885 0.3502 135.3 0.1085 0.3501 136.4 0.1287 0.35 137.5 0.149 0.3499 138.7 0.1691 0.3498 139.8 -1.441 1.441 91.63 -1.693 1.691 87.87 -1.967 1.968 83.77 -2.31 2.316 78.59 -2.753 2.761 71.98 -3.345 3.406 62.39 -1.325 1.457e-011 93.33 933.3 3.522 -54.63 993.3 -4.861e-005 -125.8 871.4 2.533 -32.69 994.5 0.000568 -99.6 918.6 2.383 -17.5 995.8 0.001275 -86.61 933.3 -3.522 -54.63 871.4 -2.532 -32.69 918.6 -2.381 -17.5 0.02284 -0.3494 131.4 0.04091 -0.3495 132.6 0.05981 -0.3496 133.7 0.07919 -0.3497 134.8 0.09887 -0.3498 135.9 0.1189 -0.35 137 0.139 -0.3501 138.1 0.1591 -0.3502 139.2 0.1791 -0.3503 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -162.72 0.0 0.00 0.0 61.92 0.0 0.0 174.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -38.49 0.0 -3.44 0.0 -63.44 0.0 0.0 74.28 0.0 -1.06 0.0 -3.6 0.0 0.28 0.0 0.0 D29Z0P -56.26 0.0 20.07 0.0 235.13 0.0 0.0 242.60 0.0 1.31 0.0 -3.4 0.0 0.25 0.0 0.0 D137Z93P -0.58 0.0 -0.82 0.0 152.62 0.0 0.0 152.62 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -54.51 0.0 -18.28 0.0 209.70 0.0 0.0 217.44 0.0 -1.30 0.0 -3.6 0.0 -0.31 0.0 0.0 D212Z93P -157.47 0.0 0.00 0.0 61.74 0.0 0.0 169.14 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -37.42 0.0 1.59 0.0 -36.99 0.0 0.0 52.64 0.0 1.07 0.0 -3.9 0.0 -0.29 0.0 0.0 D287Z93P -0.58 0.0 0.88 0.0 -58.25 0.0 0.0 58.26 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.5807 0.0000 -0.8658 162.1387 -0.0000 -61.0552 0.0000 0.0000 0.0000 D1Z93P 1.2532 0.0000 -1.8622 -1.2532 0.0000 1.8622 0.0007 0.0000 -0.0068 D2Z0P 1.8892 0.0000 -2.8141 36.6006 3.4412 66.2558 0.0000 0.0000 0.0000 D3Z9P 1.8892 0.0000 -2.8141 -1.8892 -0.9403 2.8773 0.0160 -940.3450 63.2163 D4Z13P 1.8892 0.0000 -2.8141 -1.8892 0.1883 2.8014 0.0154 188.3409 -12.6629 D5Z19P 10.1636 0.0000 -8.6372 -10.1635 0.0000 8.6372 0.0173 0.0000 -0.0012 D6Z26P 1.7624 0.0000 -2.8810 -1.7624 -0.8772 2.9400 0.0259 -877.2228 58.9734 D7Z31P 1.7624 0.0000 -2.8810 -1.7624 0.1928 2.8681 0.0253 192.8239 -12.9652 D8Z26P 8.3673 0.0000 -5.8231 -8.3673 0.0000 5.8231 0.0262 0.0010 -0.0022 D9Z13P 3.5673 0.0000 -4.3117 -3.5673 0.0000 4.3117 0.0180 0.0002 -0.0013 D10Z31P 12.3259 0.0000 -7.6810 -12.3258 0.0000 7.6810 0.0259 0.0006 -0.0024 D11Z36P 5.0732 0.0000 -6.1519 -5.0731 0.0000 6.1519 0.0255 0.0005 -0.0025 D12Z45P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0343 0.0022 -0.0037 D13Z45P 1.8548 0.0000 -2.8509 -1.8547 -0.9232 2.9129 0.0342 -923.1922 62.0632 D14Z50P 1.8548 0.0000 -2.8509 -1.8547 0.1908 2.8380 0.0321 190.8036 -12.8300 D15Z55P 4.4539 0.0000 -6.8412 -4.4539 0.0000 6.8412 0.0304 0.0009 -0.0040 D16Z68P 9.9102 0.0000 -6.3306 -9.9102 -0.0000 6.3306 0.0234 -0.0009 -0.0009 D17Z68P 9.9102 0.0000 -6.3306 -9.9102 0.0000 6.3306 0.0230 0.0007 -0.0040 D18Z55P 10.1865 0.0000 -7.2972 -10.1865 -0.0000 7.2972 0.0309 -0.0011 -0.0006 D19Z75P 2.4632 0.0000 -3.4757 -2.4632 -0.0000 3.4757 0.0117 -0.0017 -0.0017 D20Z75P 8.5800 0.0000 -3.9317 -8.5799 0.0000 3.9316 0.0136 0.0016 -0.0033 D21Z81P 2.0041 0.0000 -2.8153 -2.0041 -0.0000 2.8153 0.0058 -0.0012 -0.0027 D22Z81P 2.0041 0.0000 -2.8153 -2.0041 0.0000 2.8153 0.0048 0.0012 -0.0021 D23Z86P 1.5665 0.0000 -2.2294 -1.5665 0.0000 2.2294 0.0016 0.0006 -0.0010 D24Z86P 1.5665 0.0000 -2.2294 -1.5665 -0.0000 2.2294 0.0009 -0.0009 -0.0039 D25Z90P 1.3723 0.0000 -2.0018 -1.3723 -0.0000 2.0018 -0.0004 -0.0013 -0.0051 D26Z90P 1.3723 0.0000 -2.0018 -1.3723 0.0000 2.0018 -0.0002 0.0017 0.0003 D27Z93P 1.2532 0.0000 -1.8622 -1.2532 -0.0000 1.8622 0.0005 -0.0002 0.0021 D28Z50P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0322 0.0013 -0.0039 D29Z0P 1.8892 0.0000 -2.8141 54.3663 -20.0708 -232.3184 0.0000 0.0000 0.0000 D30Z9P 1.8892 0.0000 -2.8141 -1.8892 0.9403 2.7508 0.0150 940.3461 -63.2176 D31Z19P 3.6516 0.0000 -5.6951 -3.6516 -0.0000 5.6951 0.0177 -0.0007 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
161 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
162 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
163 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
164 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
165 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
166 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 63.51 -15488.49 1009.66 6262.99 -82.60 -5377.28 540.35 D128P 63.51 -6262.99 82.60 -3939.39 1991.06 -4998.17 1015.89 D129P 63.50 1677.15 -845.18 1741.18 510.05 1704.30 -167.09 D130P 63.50 -501.59 83.89 271.08 731.35 -93.63 331.15 D131P 63.50 950.05 1135.32 -284.26 -734.31 204.46 123.15 D132P 63.49 -582.84 -1699.69 4676.80 8407.38 1011.12 1656.65 D133P 63.49 -4676.80 -8407.38 -7402.05 -14092.95 -2164.82 -4032.59 D134P 63.49 965.51 -1880.17 4586.57 -8771.11 1121.13 -2150.80 D135P 63.49 965.51 1880.17 -424.47 -648.29 93.19 212.17 D136P 63.49 424.47 648.29 500.71 867.25 111.57 182.77 D137P 63.49 -500.71 -867.25 -99.12 -91.14 -119.43 -190.82 D138P 63.49 99.12 91.14 -357.21 -1019.22 -51.03 -183.50 D139P 63.49 357.21 1019.22 455.48 1242.71 107.16 298.25 D140P 63.49 -455.48 -1242.71 -252.43 -355.39 -130.63 -294.89 D141P 63.49 252.43 355.39 -807.24 -2139.82 -116.28 -373.98 D142P 63.49 807.25 2139.83 1446.23 3306.99 261.16 631.24 D143P 158.80 -23918.43 8847.80 -9676.51 5002.38 -20237.91 8343.48 D144P 795.45 103.27 1165.76 6990.67 -2901.76 6703.66 -1640.50 D145P 158.79 11658.50 -10245.54 23918.43 -8847.81 21367.52 -11467.48 D146P 158.80 9676.50 -5002.39 -5286.56 6042.86 2644.55 626.79 D147P 158.81 4918.28 -2116.75 -301.09 2120.71 2781.44 2.38 D148P 158.82 2692.95 -1151.49 606.03 1382.31 1987.34 139.05 D149P -57.85 -423.39 -173.37 -603.25 1087.55 -722.62 643.47 D150P -57.86 -201.53 -361.36 2815.99 7070.32 1840.24 4722.25 D151P 36.31 227.52 588.11 233.39 198.89 458.09 782.17 D152P -0.06 223.42 -546.47 -82.83 218.44 253.56 -591.64 D153P -0.03 -0.23 -83.67 0.01 60.06 -0.39 -42.60 D154P 795.45 103.28 -1165.75 -2145.08 2135.70 -964.73 458.29 D155P 63.49 -4586.57 8771.11 -7402.05 14092.95 -1677.31 3198.88 D156P 63.50 284.26 734.31 582.84 1699.69 256.20 719.18 D157P 63.50 -271.08 -731.35 -950.05 -1135.32 -445.58 -681.13 D158P 63.50 -1741.18 -510.05 501.59 -83.89 -587.85 -281.67 D159P 63.51 3939.39 -1991.06 -1677.15 845.18 1306.84 -661.95 D160P 158.80 5286.56 -6042.87 -920.92 298.73 2629.90 -3460.32 D161P 158.80 920.92 -298.74 8979.65 -830.40 5964.20 -680.20 D162P 158.80 -8979.65 830.39 -4918.28 2116.75 -8372.25 1775.38 D163P 158.81 301.09 -2120.72 -1739.03 666.92 -866.23 -875.78
0.3909 0.4098 0.4292 0.4489 0.4689 0.4890 0.5091 0.5291
0.0005 0.0004 0.0003 0.0002 0.0000 -0.0001 -0.0002 -0.0003
0.0025 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
Page
Job
167 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
158.81 1739.03 158.82 -4369.95 158.82 -606.03 158.82 1348.72 -57.86 749.09 -57.85 -703.29 -57.85 603.25 -57.84 -70.11 -57.84 575.52 36.31 -233.40 36.32 174.48 -0.06 -57.75 -0.05 14.57 -0.04 -3.38 -0.04 1.04 -0.02 0.20 -0.01 0.25 -0.01 0.12 -0.06 82.83 -0.05 -21.59 -0.05 5.59 -0.04 -1.17 -0.03 0.40 -0.03 -0.01 -0.02 0.22 -0.01 0.18 -0.00 0.06 -22.38 -14911.27 -22.37 -6368.71 -22.37 3115.57 -22.37 1357.85 -22.37 582.01 -22.37 -618.85 -22.37 -5352.09 -22.37 1126.42 -22.37 1126.42 -22.37 193.65 -22.37 -300.45 -22.37 52.17 -22.37 289.80 -22.37 -408.44 -22.37 261.13 -22.37 986.51 -145.50 23890.85 -394.89 -381.95 -145.50 -11458.77 -145.50 -9673.83 -145.50 -4900.94 -145.51 -2612.96 -9.93 -531.45 -9.92 -2426.35 -1.69 535.55
-666.93 4369.95 -426.45 -2692.95 -1382.32 -1348.72 35.68 3124.40 -317.45 201.53 -1089.45 -749.09 -1087.54 703.29 -277.13 423.39 -253.74 70.11 -198.88 -174.49 533.02 544.38 -368.04 21.59 -263.36 -5.59 78.85 1.17 -121.87 -0.40 -29.85 -0.22 270.00 -0.18 23.80 -0.06 -218.45 57.75 -297.14 -14.57 -281.73 3.38 -222.62 -1.04 -102.95 0.23 -60.08 -0.20 -94.46 -0.25 -79.53 -0.12 -0.73 -0.00 -1301.83 6368.71 269.36 -3021.14 -716.85 3054.93 -2050.89 1368.27 -685.94 -782.58 1633.45 5352.08 9150.44 -8142.10 2055.09 5087.63 -2055.09 -193.65 -364.88 300.45 592.89 -52.17 -27.79 -289.80 -869.04 408.44 1149.11 -261.13 -385.79 -986.51 -2295.61 1634.11 8883.49 9673.84 -2245.58 6864.09 -9628.96 -23890.85 -4977.80 5253.64 -2096.91 276.12 -1137.63 -806.85 327.67 -619.88 -1231.51 -3890.30 51.88 394.15
426.44 3680.11 -144.87 1151.48 -4254.76 436.77 -35.69 -1177.56 -854.23 90.78 2694.65 76.18 361.37 669.11 30.91 317.47 -1022.29 -543.38 1089.46 919.64 1.36 173.38 248.67 -73.02 277.14 454.44 16.48 -533.01 -405.39 -727.40 -225.52 714.45 305.62 297.12 -65.22 -127.90 281.71 16.19 33.11 222.60 -3.99 543.70 102.93 1.14 -34.17 94.44 -0.04 116.49 79.51 0.11 630.38 0.71 0.11 44.20 368.02 253.56 269.76 263.34 -65.22 -60.96 -78.87 16.19 -650.37 121.86 -3.99 -181.74 83.66 1.14 -34.79 29.84 -0.39 -54.54 -270.02 -0.04 -657.38 -23.82 0.11 -186.39 -0.02 0.11 -1.34 -269.36 -4979.21 -915.80 -3109.41 -4600.11 -1391.35 -1436.82 3076.48 -1073.77 -2183.99 1107.35 -1720.21 1477.01 -61.60 242.93 -9150.44 1169.00 -1856.53 14809.80 -2418.48 4294.24 9252.02 1254.80 2283.23 364.88 160.65 -291.11 -592.89 59.59 -115.50 27.79 -70.21 123.58 869.04 -46.98 166.33 -1149.11 92.07 -266.10 385.79 -123.55 283.23 2295.61 -152.03 400.26 -3484.97 303.71 -669.92 4977.80 20219.69 8350.17 1303.93 6125.51 -889.84 -8883.50 -21231.00 -11118.59 6044.54 -2662.77 642.61 2106.85 -2786.04 5.99 1357.34 -2060.13 132.36 1465.66 -810.39 1262.27 5817.01 -4446.11 3227.60 74.49 923.99 125.59
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
168 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -394.89 -22.37 -22.37 -22.37 -22.37 -22.37 -145.50 -145.50 -145.50 -145.50 -145.50 -145.51 -145.51 -145.51 -9.92 -9.92 -9.92 -9.93 -9.93 -1.69 -1.70 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 -49.83 -49.83 -49.82 -49.82 -49.82 -49.82 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81
-599.54 -82.81 -381.94 -5087.63 782.58 -1368.27 -3054.93 3021.14 -5253.64 -899.61 8989.35 -276.12 -1746.96 4329.12 806.85 -1641.49 1095.71 -741.35 619.88 496.64 -342.67 -394.16 279.92 -326.34 -239.15 -172.07 -122.23 -46.36 -17.31 -3.73 481.54 274.09 203.40 143.95 102.01 64.13 29.95 7.24 1.74 7414.29 2772.95 -2458.03 -1565.27 -861.98 269.52 5536.99 -991.10 -991.09 -490.29 570.50 60.82 -790.36
-614.91 -85.86 2245.57 -9252.02 -1477.01 2183.99 1436.82 3109.41 -6044.54 -250.07 881.39 -2106.86 -644.65 -407.80 -1357.35 -161.49 -368.37 -783.84 -1465.64 -1125.99 414.73 -74.50 -528.65 -321.72 -300.98 -89.18 -161.37 -72.40 87.36 -27.58 -443.24 -286.24 -169.93 -100.09 -98.39 -53.86 32.78 55.23 13.16 -1290.39 214.59 -713.86 -2021.84 -716.52 1670.46 9133.77 2059.74 -2059.74 -386.09 652.49 23.77 -1059.41
-481.54 443.23 -64.13 53.84 -2403.90 -824.57 -8142.10 -14809.80 618.85 -1633.45 -582.01 685.94 -1357.85 2050.89 -3115.57 716.85 899.61 250.06 -8989.35 -881.39 4900.95 2096.90 1746.95 644.64 -4329.12 407.79 2612.96 1137.62 1641.49 161.48 -2338.04 -1061.60 2426.35 1231.53 -1095.71 368.38 741.35 783.85 531.45 -327.66 -496.64 1126.00 -279.93 528.64 858.73 10.73 -274.09 286.23 -203.40 169.91 -143.95 100.07 -102.01 98.37 -29.95 -32.80 -7.24 -55.25 -1.74 -13.18 326.34 321.71 239.15 300.97 172.07 89.16 122.23 161.36 82.81 85.84 46.36 72.38 17.31 -87.38 3.73 27.56 -0.00 -0.02 -2772.95 -214.59 1590.34 -2975.86 -3371.44 -1598.00 -1332.10 -2058.77 371.25 1395.13 -5536.99 -9133.77 8227.25 14845.62 -5149.65 9278.60 490.29 386.09 -570.50 -652.49 -60.82 -23.77 790.36 1059.40 -892.94 -1294.64
17:07:07 03/17/10
-1949.84 -265.02 -1316.29 -1850.95 414.08 -711.64 -2092.67 -54.55 -2622.91 -5957.21 8367.65 886.05 -3660.29 4181.97 1474.90 -2397.31 2479.08 -1293.05 958.13 723.64 -590.76 -669.95 1131.65 -1082.96 -798.17 -569.97 -404.44 -137.64 -44.28 -9.87 1457.11 925.69 677.20 480.08 333.34 199.28 85.24 19.77 3.14 2705.30 2137.59 -2906.45 -1176.92 -150.70 -1300.95 2466.88 -1240.00 -86.26 -127.93 101.48 168.29 -221.95
-309.64 -57.74 671.41 -3366.46 -919.05 1047.21 1653.98 2210.34 -3490.65 -681.60 1794.15 -880.85 -142.69 439.65 -720.40 -736.80 607.55 -292.43 -479.89 -1023.18 1084.48 451.34 -514.74 -64.02 -236.40 19.65 -113.63 -189.74 57.92 -73.51 -219.21 26.56 -145.68 110.50 -22.63 33.39 -98.47 149.32 23.71 -877.21 -1352.75 -1152.64 -1657.55 208.40 -1843.27 4297.68 2289.54 -288.26 -125.25 125.18 214.16 -310.39
Helman O. Mozo
Page
Job
169 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-49.81 892.94 1294.64 -49.81 -294.16 -450.14 -49.81 -1369.41 -2320.92 -171.75 -10668.96 -11978.42 -764.54 -166.35 -1214.50 -171.74 6147.71 -4337.69 -171.75 5519.76 2285.35 -171.76 3314.47 163.24 -171.77 1925.77 -304.93 44.83 -366.47 -277.67 44.85 -213.58 -798.25 -42.80 -261.64 -546.64 0.06 294.72 -675.35 0.03 -0.30 -58.44 -764.53 -166.35 1214.49 -49.81 5149.65 -9278.60 -49.82 -371.25 -1395.13 -49.82 1332.10 2058.77 -49.82 3371.44 1598.00 -49.83 -1590.34 2975.86 -171.75 -331.13 1826.71 -171.75 2244.58 -2471.77 -171.75 -4890.38 -4206.85 -171.76 -1354.77 -638.82 -171.76 2017.90 -815.55 -171.76 -2859.79 -1985.36 -171.77 -947.39 -1276.34 -171.77 1460.61 227.20 44.84 645.47 -161.86 44.84 -616.67 -1215.14 44.84 519.10 -986.62 44.83 -78.68 -189.37 44.83 571.43 -201.40 -42.80 230.53 192.19 -42.81 -182.00 -527.50 0.05 -74.95 -325.99 0.05 18.94 -216.41 0.04 -4.50 115.43 0.03 1.35 -93.46 0.02 0.19 -7.66 0.01 0.24 283.59 0.01 0.14 28.76 0.06 109.89 -268.50 0.05 -28.00 -343.98 0.04 7.22 -325.82 0.04 -1.58 -252.41 0.03 0.52 -129.75 0.02 -0.05 -83.79 0.02 0.22 -115.18 0.01 0.19 -86.01 0.00 0.07 -4.00 28.63 7433.23 1232.81
294.16 450.14 1369.41 2320.91 -2015.57 -3539.18 -5519.76 -2285.36 -5765.86 2750.93 10668.96 11978.42 331.13 -1826.72 1354.77 638.81 947.39 1276.33 -519.10 986.63 2058.40 6095.76 -230.53 -192.20 -109.88 268.48 0.05 83.77 1481.68 -1985.11 8227.25 -14845.62 -269.52 -1670.46 861.98 716.52 1565.27 2021.85 2458.03 713.86 -2244.58 2471.76 4890.38 4206.84 -3314.47 -163.25 -2017.90 815.55 2859.79 1985.35 -1925.77 304.92 -1460.61 -227.21 2546.98 451.56 213.58 798.26 -645.47 161.87 616.67 1215.15 366.47 277.68 78.68 189.39 182.01 527.50 -685.93 265.71 28.00 343.96 -7.22 325.80 1.58 252.40 -0.52 129.74 -0.22 115.16 -0.19 85.99 -0.07 3.98 74.95 325.97 -18.94 216.39 4.50 -115.45 -1.35 93.44 0.30 58.42 -0.19 7.64 -0.24 -283.61 -0.14 -28.78 0.00 -0.02 -2896.83 457.04
17:07:07 03/17/10
219.05 225.35 -392.29 -9752.24 -5605.83 10100.10 3524.63 2812.79 1730.82 -623.33 1298.52 -489.15 333.37 -0.44 621.48 1871.54 -189.33 800.60 2341.13 501.25 -1551.63 4298.17 -4942.68 -2031.72 2938.37 -2882.87 -1450.60 2414.21 604.66 -888.39 799.44 202.57 457.59 410.01 -862.60 -84.67 21.14 -5.27 1.48 -0.04 0.09 0.13 333.37 -84.67 21.14 -5.27 1.48 -0.44 -0.04 0.09 0.13 2644.14
321.96 392.08 -679.14 -8592.64 1451.90 4589.03 276.28 483.16 585.19 499.02 3728.77 -734.31 -733.84 45.70 -364.11 -3375.19 -905.79 1012.68 1716.64 2131.47 2589.45 1045.22 -2632.59 106.46 704.70 -1012.31 -905.75 408.89 447.94 -741.36 160.86 62.16 -8.46 715.27 -260.19 32.41 197.30 663.41 65.42 193.88 666.59 59.05 103.67 -230.12 -795.86 -286.72 -128.66 -137.34 -719.26 -207.04 -7.24 984.96
Helman O. Mozo
Page
Job
170 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
28.63 28.63 28.63 28.63 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 145.19 432.07 145.19 145.19 145.20 145.21 3.84 3.83 0.75 -0.03 -0.02 432.07 28.62 28.63 28.63 28.63 28.63 145.20 145.20 145.20 145.20 145.20 145.20 145.21 145.21 3.83 3.84 3.84 3.84 3.84 0.76 0.76 -0.03 -0.03 -0.02 -0.02 -0.01
2896.83 -457.04 1341.61 3438.26 2076.42 -2408.88 728.72 -3189.36 1030.16 -2791.16 -1853.58 2303.29 -919.78 2111.68 -1126.54 79.45 -321.61 -2178.73 813.64 -644.67 -5196.35 3881.97 -7922.99 11640.99 -3240.19 7923.00 -11640.99 8310.83 -14878.29 2909.49 -910.40 -1962.25 -4956.62 -9060.22 -1184.72 -910.40 1962.24 730.93 -682.96 -30.91 -730.93 682.96 -791.65 953.45 -183.62 791.65 -953.45 -28.10 -15.27 152.02 28.10 15.27 900.58 -1256.93 183.62 -900.58 1256.93 -942.16 1370.73 -242.98 942.16 -1370.73 286.84 -413.57 226.78 -286.84 413.57 1132.06 -2083.02 177.14 -1132.06 2083.02 -1767.38 3275.26 -336.02 10665.80 -12017.35 5533.58 -2232.63 9758.66 253.56 2214.86 -7375.44 -1451.51 -6730.05 -6121.98 -4390.19 -10665.80 12017.35 -10082.76 -5533.58 2232.62 -306.65 -1745.03 -3518.21 -3326.25 128.82 -1346.80 673.23 -2815.09 -1905.35 -324.71 -1014.16 1292.11 -1758.74 -464.30 413.78 -534.57 1569.70 -703.08 -2262.52 -1117.91 -4144.35 6286.11 -4509.61 -434.37 -19.48 -334.61 -62.41 -764.25 -431.77 -438.86 -414.67 374.45 -1526.65 -66.17 -85.98 -48.51 53.85 -206.83 253.56 -2214.85 2162.42 951.69 1141.53 4956.62 9060.22 8310.83 14878.29 1856.23 2178.73 -813.65 5196.35 -3881.97 2179.12 919.78 -2111.68 -79.45 321.61 306.63 3189.36 -1030.16 1853.58 -2303.29 2391.51 -1341.61 -3438.26 2408.88 -728.72 616.54 306.65 1745.02 2264.62 2493.23 1548.96 -2264.62 -2493.23 -4874.79 4216.10 -4300.85 4874.79 -4216.10 3326.25 -128.82 4940.38 1346.80 -673.23 2034.84 830.67 2037.13 -2034.84 -830.68 -2833.88 1993.24 -2932.96 2833.88 -1993.25 1905.35 324.70 2854.95 1014.16 -1292.12 1570.24 -57.85 1556.87 -1570.24 57.84 -2260.95 -797.19 -2307.94 976.62 -469.39 2262.52 1117.93 2279.94 -652.71 -653.46 -976.62 469.40 -1146.84 534.57 -1569.69 652.71 653.47 835.70 433.81 -1107.93 464.30 -413.76 632.15 -293.63 320.67 -433.81 1107.94 -512.02 334.62 62.42 185.90 -536.78 517.32 -185.89 536.79 -615.62 -4.94 -796.58 -287.91 -360.22 -242.84 300.86 -957.26 -209.54 -291.75 -174.90 166.38 -693.38 -147.67 -91.35 -123.82 100.94 -489.66 -103.52 -160.95 -84.35 98.22 -338.85 -31.82 -72.28 -16.79 -32.86 -87.68
17:07:07 03/17/10
1460.51 876.94 1793.36 151.10 3833.82 -4752.88 -2225.76 220.34 197.34 -192.87 -245.50 346.47 -329.25 -349.88 620.98 -8584.32 721.35 4580.87 293.73 483.16 582.77 1396.11 3637.75 -81.39 -116.16 -57.96 -596.83 3349.20 -1387.42 -653.18 -1580.82 -2407.17 2553.16 1037.87 -2617.43 94.84 700.34 -1005.15 -813.23 -445.39 456.49 -129.55 -644.90 -1071.08 1005.56 -471.44 528.58 -107.06 -226.12 17.30 -113.13 -189.62
Helman O. Mozo
Page
Job
171 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00
-8.36 -0.41 414.67 242.84 174.90 123.82 84.35 48.51 16.79 2.49 -0.30
87.35 -27.64 -374.47 -300.87 -166.40 -100.96 -98.24 -53.87 32.84 55.19 13.13
-2.48 0.30 287.91 209.54 147.67 103.52 66.17 31.82 8.36 0.42 0.00
-55.21 -13.15 360.20 291.74 91.33 160.93 85.96 72.26 -87.37 27.62 -0.02
17:07:07 03/17/10
-19.56 -0.21 1267.17 815.92 581.79 410.04 271.49 144.88 45.36 5.23 -0.54
57.97 -73.57 -25.73 -16.48 -135.40 108.16 -22.14 33.18 -98.35 149.37 23.65
Helman O. Mozo
Page
Job
172 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 2 "COMBO 1-2"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0005664 0.0003924 -0.002247 0.0505 0.1024 0.0384 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01234 0.01112 -0.003762 0.0000 0.0000 0.0000 -3.51 -7.011 8.586 D4Z13P 0.01185 1000 -105 0.0000 0.0000 0.0000 0.01185 993.3 -91.61 D5Z19P 0.01341 0.01048 -0.001242 0.0216 0.0659 0.5997 -6.327 -6.33 18.73 D6Z26P 0.02023 0.01805 -0.003364 0.0000 0.0000 0.0000 -2.513 -5.815 26.28 D7Z31P 0.01945 1000 -99.94 0.0000 0.0000 0.0000 0.01945 994.5 -68.62 D8Z26P 0.02043 0.01587 -0.002462 0.0273 0.0798 0.7602 -5.812 -5.817 26.28 D9Z13P 0.01396 0.01106 -0.001545 0.0402 0.0164 0.4323 -6.689 -6.692 13.34 D10Z31P 0.01998 0.01573 -0.002654 0.0677 0.0333 0.8176 -5.474 -5.479 31.32 D11Z36P 0.01939 0.01568 -0.00273 0.0282 0.0731 0.7731 -5.139 -5.142 36.32 D12Z45P 0.02595 0.0222 -0.004232 0.0179 0.0752 0.7002 -4.577 -4.581 44.57 D13Z45P 0.02593 0.02408 -0.004553 0.0000 0.0000 0.0000 -2.357 -4.579 44.57 D14Z50P 0.02377 1000 -104.9 0.0000 0.0000 0.0000 0.02377 995.8 -54.59 D15Z55P 0.02226 0.01928 -0.004469 -0.1129 0.1900 0.6060 -3.861 -3.864 55.28 D16Z68P 0.01751 0.01021 -0.001946 0.2692 -0.2626 0.0663 3.049 -3.021 67.95 D17Z68P 0.01649 0.01463 -0.004383 0.1749 -0.1158 0.4944 -3.015 -3.017 67.95 D18Z55P 0.02301 0.0151 -0.001863 -0.1564 0.1382 0.0050 3.906 -3.868 55.28 D19Z75P 0.007945 0.002719 -0.002006 -0.0020 -0.0105 0.0344 2.542 -2.531 75.35 D20Z75P 0.01017 0.009325 -0.003364 0.1564 -0.1060 0.4292 -2.524 -2.524 75.35 D21Z81P 0.003617 -0.0007173 -0.001991 0.0328 -0.0498 0.0421 2.136 -2.133 81.32 D22Z81P 0.003634 0.003374 -0.001599 0.0430 0.0042 0.3763 -2.129 -2.129 81.32 D23Z86P 0.00112 0.00108 6.647e-005 0.0304 0.0113 0.3362 -1.825 -1.825 85.88 D24Z86P 0.0002026 -0.002321 -0.002092 0.0188 -0.0326 0.0420 1.827 -1.829 85.87 D25Z90P -0.001441 -0.002417 -0.002179 -0.0518 -0.0097 0.0374 1.575 -1.579 89.59 D26Z90P 0.000644 0.0008031 0.001946 0.0986 -0.0581 0.3032 -1.576 -1.576 89.6 D27Z93P 0.0002727 0.0002659 0.004621 -0.1921 0.2312 0.2700 -1.325 -1.325 93.34 D28Z50P 0.02386 0.02047 -0.004396 0.1143 -0.0320 0.6495 -4.191 -4.194 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01145 1000 -92.29 0.0000 0.0000 0.0000 3.534 993 -83.7 D31Z19P 0.01347 0.008505 -0.001037 -0.0105 0.0193 0.0064 6.354 -6.332 18.73 D32Z26P 0.01849 1000 -86.97 0.0000 0.0000 0.0000 2.551 994.2 -60.69 D33Z26P 0.01851 0.01234 -0.001271 -0.0182 0.0296 0.0086 5.851 -5.82 26.28 D34Z13P 0.0134 0.009537 -0.0007208 0.0159 -0.0021 0.0072 6.717 -6.694 13.34 D35Z31P 0.01949 0.01225 -0.001396 0.0087 0.0009 0.0146 5.514 -5.482 31.32 D36Z36P 0.01984 0.01214 -0.001533 -0.0164 0.0169 0.0141 5.178 -5.146 36.32 D37Z45P 0.02429 0.01681 -0.001721 -0.0275 0.0282 0.0163 4.627 -4.586 44.57 D38Z45P 0.02427 1000 -92.11 0.0000 0.0000 0.0000 2.407 995.4 -47.54 D39Z50P 0.02379 0.01583 -0.001796 0.0595 -0.0520 0.0301 4.238 -4.199 50.35 D40Z113P 0.1168 0.1161 0.01578 -0.4400 0.4383 0.0978 -1.208 -1.209 113.3 D41Z113P 0.1167 0.117 -0.002886 -0.4176 0.4281 0.1421 1.442 -1.208 113.3 D42Z110P 0.09235 0.09157 0.01468 -0.3942 0.4012 0.1264 -1.233 -1.233 110
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09221 0.06947 0.06939 0.04839 0.04829 0.02954 0.02934 0.01351 0.0132 0.007877 0.021 0.03922 0.05846 0.08101 0.1042 0.1297 0.004874 0.02097 0.03791 0.05879 0.08025 0.1044 0.1289 0.1433 0.1508 0.151 0.1435 0.1637 0.1637 0.1775 0.1775 0.1914 0.1914 0.2058 0.2058 0.2204 0.2204 0.2352 0.2352 0.25 0.2503 0.282 0.282 0.2604 0.2711 0.2708 0.2604 0.4153 0.4153 0.2886 0.2954 0.3024
0.09254 0.06891 0.06989 0.04798 0.04882 0.02923 0.02987 0.0134 0.01353 0.008036 0.02375 0.0391 0.05971 0.08048 0.1046 0.1287 0.0007116 0.02064 0.03674 0.05823 0.08001 0.1036 0.1289 0.1435 0.1496 0.1515 0.1425 0.1631 0.1643 0.1767 0.1775 0.1905 0.1911 0.2046 0.2049 0.2192 0.2193 0.2338 0.2335 0.248 0.2486 0.2802 0.2788 0.2578 0.2694 0.2678 0.2588 0.4127 0.4131 0.2854 0.2936 0.2993
-0.002811 0.01331 -0.002725 0.01164 -0.002616 0.009663 -0.002503 0.007312 -0.002358 0.006031 -0.002457 0.01073 -0.002683 0.01406 -0.002855 0.01627 -0.002259 0.008594 -0.002547 0.01256 -0.002765 0.01529 -0.002915 -0.00301 0.008578 -0.003085 0.01117 0.009048 -0.003128 0.00946 -0.00311 0.009816 -0.003152 0.01012 -0.003137 0.01038 -0.003172 0.01059 -0.003161 -0.003186 0.01078 0.004875 -0.003094 -0.003136 0.006888 -0.003116 0.008877 0.006437 -0.003173 -0.003116 0.005359 -0.00313
-0.4332 -0.3869 -0.3386 -0.3239 -0.4207 -0.3274 -0.1878 -0.1965 -0.4714 -0.2419 -0.2589 -0.3227 -0.3556 -0.3913 -0.4193 -0.4077 -0.2348 -0.2785 -0.3382 -0.3640 -0.3934 -0.4264 -0.4218 -0.4744 -0.4429 -0.4964 -0.3542 -0.5711 -0.5264 -0.5462 -0.5414 -0.5629 -0.5512 -0.5791 -0.5684 -0.5900 -0.5796 -0.5926 -0.5775 -0.5880 -0.5966 -0.6646 -0.6744 -0.5846 -0.5997 -0.6229 -0.5885 -0.7820 -0.7921 -0.6997 -0.7044 -0.7354
17:07:07 03/17/10
0.4160 0.3850 0.3752 0.3340 0.3590 0.3207 0.2871 0.2113 0.2917 0.2312 0.2735 0.3245 0.3628 0.3957 0.4239 0.4347 0.2278 0.2818 0.3289 0.3657 0.3929 0.4242 0.4229 0.4570 0.4723 0.4865 0.3912 0.5506 0.5398 0.5600 0.5600 0.5677 0.5682 0.5859 0.5856 0.5933 0.5948 0.6041 0.5985 0.5986 0.6086 0.6684 0.6712 0.6157 0.6212 0.6430 0.5983 0.7867 0.7870 0.6929 0.7137 0.7294
0.1248 0.1551 0.1075 0.1838 0.0902 0.2125 0.0730 0.2412 0.0557 0.2556 0.0643 0.1982 0.0989 0.1408 0.1334 0.0834 0.0471 0.2269 0.0816 0.1695 0.1161 0.1121 0.1507 0.1668 0.0616 0.1732 0.0671 0.0614 0.1725 0.0612 0.1719 0.0609 0.1713 0.0607 0.1707 0.0605 0.1700 0.0602 0.1694 0.1688 0.0600 0.0397 0.1617 0.1709 0.0447 0.1671 0.0532 0.0397 0.1616 0.1617 0.0397 0.1617
1.417 -1.256 1.394 -1.277 1.373 -1.295 1.354 -1.311 1.338 -1.317 1.346 -1.286 1.383 -1.244 1.429 -1.195 1.33 -1.304 1.363 -1.266 1.405 -1.221 1.454 1.045 -0.5392 0.841 -0.7581 -0.5263 0.8537 -0.5125 0.8675 -0.4986 0.8814 -0.4842 0.8958 -0.4696 0.9104 -0.4548 0.9252 0.94 -0.4397 -0.06799 0.632 0.837 -0.1922 0.7341 -0.3163 0.06527 0.7653 0.6386 -0.05457 0.6524
-1.232 -1.256 -1.255 -1.277 -1.276 -1.296 -1.295 -1.312 -1.311 -1.317 -1.301 -1.286 -1.265 -1.245 -1.22 -1.196 -1.324 -1.304 -1.288 -1.267 -1.245 -1.221 -1.196 -0.7582 -0.5404 -0.5385 -0.7591 -0.5269 -0.5257 -0.5133 -0.5125 -0.4995 -0.4989 -0.4854 -0.4851 -0.4708 -0.4707 -0.4562 -0.4565 -0.442 -0.4414 -0.06982 -0.07123 -0.3189 -0.1939 -0.1955 -0.3179 0.06266 0.06307 -0.06457 -0.05638 -0.05066
109.9 106.6 106.6 103.3 103.3 99.99 99.98 96.67 96.66 95.01 98.32 101.7 105 108.3 111.6 114.9 95 98.33 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
174 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.3095 0.3076 0.005734 -0.7371 0.7443 0.0397 0.3168 0.3139 -0.003143 -0.7627 0.7574 0.1616 0.3242 0.3222 0.006004 -0.7571 0.7631 0.0397 0.3315 0.3287 -0.003151 -0.7740 0.7669 0.1616 0.339 0.3369 0.006195 -0.7700 0.7749 0.0397 0.3465 0.3438 -0.003159 -0.7876 0.7813 0.1616 0.3542 0.3519 0.006327 -0.7804 0.7861 0.0397 0.3618 0.3592 -0.003166 -0.7957 0.7897 0.1616 0.3694 0.3671 0.006405 -0.7862 0.7928 0.0397 0.3771 0.3746 -0.003173 -0.8002 0.7951 0.1616 0.3848 0.3824 0.006432 -0.7857 0.7910 0.0397 0.3924 0.3901 -0.003173 -0.7931 0.7863 0.1616 0.4 0.3975 0.006436 -0.7826 0.7868 0.0397 0.4077 0.4054 -0.003174 -0.7931 0.7870 0.1616 -0.00196 -0.001869 0.00372 0.0551 -0.0135 0.2850 0.00181 0.001906 0.0009451 0.0147 0.0246 0.3186 0.002836 0.002692 -0.0007779 0.0658 -0.0205 0.3546 0.0056 0.005123 -0.002274 0.0747 -0.0265 0.4005 0.01749 0.01619 -0.004429 0.0444 0.0093 0.4590 0.04618 0.04372 -0.008076 0.1533 -0.0852 0.5433 0.01146 0.009039 -0.0004764 -0.0435 0.0636 -0.0033 0.01237 0.009847 -0.001413 -0.0341 0.0853 0.2774 0.2954 0.2923 -0.003109 -0.7192 0.7142 0.1617 0.3095 0.3065 -0.003123 -0.7507 0.7449 0.1616 0.3242 0.3213 -0.003138 -0.7692 0.7639 0.1616 0.339 0.3363 -0.003148 -0.7808 0.7763 0.1616 0.3541 0.3515 -0.003156 -0.7922 0.7868 0.1616 0.3694 0.3669 -0.003163 -0.7991 0.7927 0.1616 0.3848 0.3824 -0.00317 -0.7969 0.7912 0.1616 0.4 0.3977 -0.003173 -0.7927 0.7876 0.1616 -0.001253 3.828e-005 -0.00234 -0.0622 0.0314 0.0348 -0.0008452 -0.002925 -0.002113 0.0037 -0.0225 0.0412 0.001661 -0.001624 -0.002052 0.0133 -0.0393 0.0411 0.006239 0.001515 -0.002001 0.0402 -0.0454 0.0410 0.008735 0.002502 -0.001977 0.0074 -0.0297 0.0348 0.04595 0.0409 -0.002091 0.0846 -0.0781 0.0389 0 0 0 0.0000 0.0000 0.0000 0.0004859 0.0003811 -0.009511 -0.3600 0.3788 -0.0390 1000 0.009021 92.29 0.0000 0.0000 0.0000 1000 0.008278 79.63 0.0000 0.0000 0.0000 1000 0.01231 86.97 0.0000 0.0000 0.0000 1000 0.01213 74.01 0.0000 0.0000 0.0000 1000 0.01678 92.11 0.0000 0.0000 0.0000 1000 0.01578 79.28 0.0000 0.0000 0.0000 0.01103 0.009778 -0.001059 0.2710 -0.2689 -0.0292 0.01672 0.01466 -0.0004406 -0.1558 0.1551 -0.0239 0.004533 0.003467 -0.002378 0.0038 -0.0017 -0.0324 0.0005965 -0.0001544 -0.003915 0.0282 -0.0266 -0.0350 -0.0008857 -0.001405 -0.005478 -0.0155 0.0176 -0.0369 -0.0006125 -0.0008439 -0.007179 0.0947 -0.0969 -0.0388 0.01047 0.008446 0.002056 0.0000 0.0000 0.0000 0.01248 0.008592 0.0005113 -0.0478 0.0686 -0.0023
17:07:07 03/17/10
-0.04046 -0.04238 0.6668 -0.03614 -0.02584 -0.02783 0.6815 -0.02126 -0.01096 -0.01308 0.6965 -0.00615 0.004154 0.001942 0.7118 0.009179 0.01944 0.01713 0.7271 0.02464 0.03479 0.0324 0.7424 0.04006 0.05004 0.04753 0.7577 0.0554 -1.442 -1.442 -1.69 -1.69 -1.965 -1.965 -2.31 -2.311 -2.743 -2.744 -3.359 -3.361 7.034 -7.013 -7.01 -7.013 0.6454 -0.0577 0.6595 -0.04347 0.6742 -0.02873 0.689 -0.01374 0.7041 0.001493 0.7194 0.01689 0.7348 0.03237 0.75 0.04773 1.439 -1.44 1.691 -1.695 1.969 -1.969 2.322 -2.314 2.769 -2.758 3.451 -3.364 1.325 1.457e-011 1.325 1.325 1007 -3.513 1007 0.008278 1006 -2.521 1005 0.01213 1005 -2.366 1004 0.01578 3.042 3.041 3.9 3.898 2.538 2.537 2.133 2.132 1.826 1.825 1.576 1.576 7.033 3.531 7.035 7.031
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.59 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 100.9 92.97 113.3 105.3 136.7 129.6 67.95 55.28 75.35 81.32 85.87 89.59 8.592 8.591
Helman O. Mozo
Page
Job
175 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.01357 0.01441 0.01678 0.01437 0.01698 0.01678 0.01987 0.0185 0.01817 0.1178 0.09329 0.07038 0.04926 0.03015 0.01408 0.01989 0.05932 0.1053 0.0116 0.04091 0.08221 0.1306 0.1447 0.1521 0.1647 0.1782 0.1918 0.2059 0.2202 0.2348 0.2496 0.2804 0.2594 0.2698 0.4155 0.287 0.3011 0.3157 0.3307 0.3459 0.3613 0.3769 0.3924 0.4078 0.294 0.3083 0.3232 0.3382 0.3536 0.3691 0.3846
0 0.009477 0.01196 0.01199 0.009995 0.0122 0.01237 0.01711 0.01708 0.01583 0.117 0.09268 0.06993 0.04893 0.02994 0.01394 0.01902 0.05853 0.1045 0.01235 0.0414 0.08204 0.1298 0.1439 0.151 0.1643 0.1776 0.1911 0.2049 0.2192 0.2335 0.2481 0.2787 0.2579 0.2683 0.4131 0.2855 0.2994 0.3139 0.3288 0.3439 0.3592 0.3746 0.3901 0.4054 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824
0 -0.0005398 -0.0005779 -0.0004843 0.0002464 -0.000663 -0.0008721 -0.0002178 -0.0003278 -0.0003134 -0.02145 -0.02022 -0.01873 -0.01692 -0.0148 -0.01227 -0.01369 -0.01792 -0.0209 -0.01084 -0.01591 -0.01953 -0.02199 -0.0169 -0.01431 -0.01483 -0.01528 -0.01567 -0.016 -0.01629 -0.01652 -0.01673 -0.01114 -0.01493 -0.01305 -0.01286 -0.01141 -0.01187 -0.01222 -0.01247 -0.01265 -0.01277 -0.01283 -0.01285 -0.01285 -0.01165 -0.01206 -0.01236 -0.01257 -0.01271 -0.01281 -0.01285
0.0000 0.0000 0.0000 -0.0046 0.0066 -0.0080 0.0000 0.0000 0.0000 -0.0130 0.0180 -0.0110 0.0054 -0.0076 -0.0059 0.0055 -0.0058 -0.0135 -0.0158 0.0098 -0.0161 -0.0245 0.0187 -0.0196 0.0000 0.0000 0.0000 0.0694 -0.0690 -0.0217 -0.4439 0.4413 -0.0169 -0.3780 0.3927 -0.0206 -0.4182 0.4011 -0.0243 -0.2718 0.3039 -0.0280 -0.4243 0.3885 -0.0317 -0.0371 0.0840 -0.0353 -0.2984 0.2971 -0.0335 -0.3708 0.3702 -0.0261 -0.4246 0.4249 -0.0188 -0.2501 0.2351 -0.0372 -0.3179 0.3220 -0.0298 -0.3901 0.3947 -0.0224 -0.4225 0.4325 -0.0151 -0.3722 0.3843 -0.0072 -0.4514 0.4620 -0.0038 -0.5576 0.5380 -0.0047 -0.5339 0.5475 -0.0056 -0.5510 0.5556 -0.0065 -0.5673 0.5741 -0.0074 -0.5786 0.5814 -0.0083 -0.5811 0.5934 -0.0091 -0.5862 0.5962 -0.0100 -0.6674 0.6663 0.0033 -0.5756 0.5755 -0.0063 -0.5813 0.5944 0.0000 -0.7928 0.7977 0.0033 -0.7121 0.7064 0.0033 -0.7362 0.7400 0.0033 -0.7648 0.7674 0.0033 -0.7727 0.7791 0.0033 -0.7877 0.7925 0.0033 -0.7961 0.8007 0.0033 -0.8020 0.8049 0.0033 -0.7916 0.7985 0.0033 -0.7927 0.7981 0.0033 -0.7149 0.7274 0.0033 -0.7481 0.7546 0.0033 -0.7678 0.7743 0.0033 -0.7810 0.7858 0.0033 -0.7914 0.7971 0.0033 -0.7972 0.8038 0.0033 -0.7964 0.8020 0.0033
17:07:07 03/17/10
7.6 6.354 5.847 5.85 6.718 5.511 5.175 4.623 4.622 4.233 1.443 1.418 1.395 1.374 1.355 1.339 1.345 1.384 1.43 1.337 1.366 1.407 1.456 1.046 0.8421 0.8547 0.8682 0.8818 0.8959 0.9102 0.9248 0.9396 0.6304 0.836 0.7332 0.7655 0.637 0.6511 0.6657 0.6807 0.6959 0.7113 0.7269 0.7424 0.7578 0.644 0.6583 0.6732 0.6882 0.7036 0.7191 0.7346
7.6 6.35 2.545 5.845 6.713 5.507 5.171 4.62 2.4 4.23 1.442 1.418 1.395 1.374 1.355 1.339 1.344 1.384 1.43 1.337 1.366 1.407 1.455 1.046 0.841 0.8543 0.8676 0.8811 0.8949 0.9092 0.9235 0.9381 0.6287 0.8346 0.7316 0.7631 0.6355 0.6494 0.6639 0.6788 0.6939 0.7092 0.7246 0.7401 0.7554 0.6423 0.6565 0.6713 0.6863 0.7015 0.7169 0.7324
0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.4001 0.3977 -0.01285 -0.7936 0.7978 0.0033 D206Z92P -0.003991 -0.003978 -0.008969 0.0244 -0.0225 -0.0394 D207Z88P 0.0005802 0.0001785 -0.006218 -0.0192 0.0201 -0.0379 D208Z84P -2.149e-005 -0.0006452 -0.004735 0.0276 -0.0256 -0.0360 D209Z79P 0.002996 0.002089 -0.003135 0.0509 -0.0496 -0.0338 D210Z72P 0.004167 0.003007 -0.002229 0.0002 0.0027 -0.0309 D211Z62P 0.04264 0.04111 0.003118 0.0928 -0.0930 -0.0269 D212Z93P 0 0 0 0.0000 0.0000 0.0000 D213Z93P 0.0003448 0.0006105 -0.002186 -0.0783 -0.0354 0.1248 D214Z9P 0.01234 0.01042 0.00293 0.0000 0.0000 0.0000 D215Z13P 0.01225 1000 79.63 0.0000 0.0000 0.0000 D216Z26P 0.01675 0.01439 -0.0002744 0.0000 0.0000 0.0000 D217Z31P 0.01691 1000 74.01 0.0000 0.0000 0.0000 D218Z45P 0.01984 0.0185 -0.0003353 0.0000 0.0000 0.0000 D219Z50P 0.01812 1000 79.28 0.0000 0.0000 0.0000 D220Z68P 0.01163 0.01578 -0.002322 0.2757 -0.2919 0.2477 D221Z55P 0.01693 0.01984 -0.00236 -0.1155 0.1254 0.3840 D222Z75P 0.003695 0.007015 -0.002279 0.0267 -0.0222 0.2348 D223Z81P 0.0001186 0.003321 -0.002176 0.0458 -0.0377 0.1939 D224Z86P -0.001666 0.0003479 -0.002191 0.0499 -0.0377 0.1642 D225Z90P -0.002059 -0.001385 -0.00221 0.0264 0.0184 0.1455 D226Z9P 0.01382 1000 92.29 0.0000 0.0000 0.0000 D227Z9P 0.01402 0.009128 -0.000978 -0.0348 0.0502 0.2558 D228Z0P 0 0 0 0.0000 0.0000 0.0000 D229Z19P 0.01274 0.01076 -0.00144 0.0151 -0.0171 0.4230 D230Z26P 0.01783 1000 86.97 0.0000 0.0000 0.0000 D231Z26P 0.01799 0.01456 -0.001953 0.0099 -0.0129 0.5016 D232Z13P 0.01468 0.01077 -0.001246 0.0237 -0.0505 0.3303 D233Z31P 0.01729 0.01556 -0.002091 0.0315 -0.0543 0.5169 D234Z36P 0.01644 0.01613 -0.002187 0.0157 -0.0264 0.4875 D235Z45P 0.01969 0.02063 -0.002296 0.0005 -0.0103 0.4362 D236Z45P 0.01966 1000 92.11 0.0000 0.0000 0.0000 D237Z50P 0.01816 0.0204 -0.002328 0.0776 -0.0931 0.3881 D238Z113P 0.1176 0.116 -0.002758 -0.4264 0.4242 -0.0732 D239Z110P 0.0931 0.09147 -0.002686 -0.4158 0.4237 -0.0402 D240Z107P 0.0703 0.06886 -0.002606 -0.3681 0.3603 -0.0072 D241Z103P 0.0491 0.04791 -0.002505 -0.3638 0.3931 0.0258 D242Z100P 0.03007 0.02909 -0.002401 -0.2766 0.2269 0.0588 D243Z97P 0.0134 0.0132 -0.00226 -0.2988 0.4309 0.0917 D244Z98P 0.02317 0.02091 -0.002356 -0.2676 0.2678 0.0753 D245Z105P 0.05969 0.05802 -0.002564 -0.3594 0.3608 0.0093 D246Z112P 0.1052 0.1034 -0.002725 -0.4249 0.4234 -0.0567 D247Z95P 0.001548 0.00454 -0.002163 -0.2312 0.2388 0.1082 D248Z102P 0.03774 0.03733 -0.002445 -0.3271 0.3371 0.0423 D249Z108P 0.08089 0.07947 -0.002646 -0.3893 0.3940 -0.0237 D250Z115P 0.1297 0.1279 -0.002789 -0.4095 0.4175 -0.0897 D251Z117P 0.1445 0.1422 -0.002938 -0.4476 0.4605 -0.1109 D252Z118P 0.1524 0.15 -0.002969 -0.4854 0.4775 -0.1186 D253Z119P 0.1647 0.163 -0.00296 -0.5428 0.5248 -0.1192 D254Z121P 0.1782 0.1766 -0.003011 -0.5538 0.5482 -0.1197 D255Z122P 0.1918 0.1905 -0.002997 -0.5630 0.5561 -0.1203 D256Z124P 0.2059 0.2046 -0.003036 -0.5802 0.5739 -0.1209
17:07:07 03/17/10
0.7501 1.436 1.693 1.968 2.319 2.764 3.447 1.9e-015 -1.325 3.535 0.01225 2.55 0.01691 2.403 0.01812 -3.02 -3.866 -2.53 -2.132 -1.828 -1.579 -3.509 -7.008 -7.6 -6.328 -2.515 -5.815 -6.688 -5.477 -5.142 -4.583 -2.364 -4.196 -1.207 -1.232 -1.255 -1.276 -1.295 -1.312 -1.302 -1.265 -1.22 -1.323 -1.287 -1.244 -1.195 -0.7572 -0.5376 -0.5253 -0.5118 -0.4982 -0.4841
0.7477 1.436 1.692 1.967 2.318 2.763 3.446 1.325 1.326 7.033 1007 5.847 1005 4.622 1004 3.047 3.903 2.541 2.136 1.827 1.575 1007 7.032 7.6 6.351 1006 5.847 6.714 5.51 5.174 4.624 1005 4.235 1.441 1.416 1.394 1.373 1.354 1.338 1.346 1.383 1.428 1.33 1.362 1.404 1.453 1.044 0.84 0.853 0.8666 0.8805 0.8946
139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.593 92.97 26.28 105.3 44.57 129.6 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.589 0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2202 0.2192 0.2347 0.2338 0.2492 0.2485 0.2804 0.2803 0.2593 0.2586 0.2694 0.269 0.4155 0.4127 0.287 0.2869 0.301 0.3005 0.3156 0.3148 0.3306 0.3295 0.3459 0.3444 0.3613 0.3595 0.3768 0.3748 0.3924 0.39 0.4078 0.4051 0.294 0.2936 0.3083 0.3076 0.3232 0.3221 0.3382 0.3369 0.3536 0.3519 0.3691 0.3671 0.3846 0.3824 0.4001 0.3975 -0.0002186 -0.001121 -0.002131 -0.0005848 -0.0004517 0.002102 0.002186 0.005409 0.00375 0.007541 0.04243 0.0435 0 0 1000 0.009072 1000 0.009339 1000 0.01454 1000 0.01548 1000 0.0206 1000 0.02039 0.01116 0.009814 0.01808 0.01578 0.02409 0.02217 0.2886 0.2869 0.3024 0.3006 0.3168 0.3149 0.3316 0.3295 0.3466 0.3444 0.3618 0.3595 0.3771 0.3748 0.3924 0.39 0.4077 0.4051
-0.003024 -0.003052 -0.003044 -0.003031 -0.00306 -0.003039 -0.00311 -0.003027 -0.003044 -0.00306 -0.003076 -0.003085 -0.003093 -0.003101 -0.003109 -0.00311 -0.00305 -0.003065 -0.003079 -0.003088 -0.003096 -0.003104 -0.003109 -0.00311 -0.002289 -0.002186 -0.002187 -0.002228 -0.002296 -0.002522 0 -92.29 -105 -86.97 -99.94 -92.11 -104.9 -0.003159 -0.002944 -0.004429 0.00513 0.00556 0.005881 0.006107 0.006268 0.006373 0.006424 0.006435 0.006437
-0.5907 -0.5896 -0.5994 -0.6737 -0.5988 -0.6399 -0.7810 -0.6874 -0.7247 -0.7516 -0.7630 -0.7766 -0.7847 -0.7892 -0.7821 -0.7821 -0.7058 -0.7403 -0.7581 -0.7698 -0.7812 -0.7881 -0.7859 -0.7817 -0.0234 0.0367 0.0522 0.0577 0.0427 0.0943 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.6990 -0.7251 -0.7537 -0.7616 -0.7766 -0.7851 -0.7910 -0.7805 -0.7817
Joint Support Reactions for Load Case "COMBO 1-2":
17:07:07 03/17/10
0.5832 0.5871 0.5850 0.6721 0.5930 0.6185 0.7981 0.7036 0.7406 0.7684 0.7779 0.7923 0.8007 0.8061 0.7973 0.7980 0.7250 0.7560 0.7752 0.7874 0.7978 0.8037 0.8024 0.7987 0.0422 -0.0190 -0.0351 -0.0595 -0.0303 -0.1090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6944 0.7293 0.7563 0.7681 0.7814 0.7897 0.7939 0.7875 0.7871
-0.1215 -0.4698 0.9092 125.1 -0.1220 -0.4553 0.9238 126.5 -0.1226 -0.4408 0.9385 127.9 -0.1262 -0.06962 0.6303 130.9 -0.1291 -0.3174 0.8353 128.9 -0.1288 -0.1939 0.7324 129.9 -0.1261 0.06554 0.7627 140.9 -0.1262 -0.06299 0.6369 131.4 -0.1261 -0.04898 0.6505 132.6 -0.1261 -0.03436 0.6648 133.7 -0.1261 -0.01937 0.6795 134.8 -0.1261 -0.004141 0.6944 135.9 -0.1261 0.01129 0.7095 137 -0.1261 0.02684 0.7248 138.1 -0.1261 0.04237 0.74 139.2 -0.1261 0.05782 0.7551 140.3 -0.1262 -0.05603 0.6436 132 -0.1261 -0.0417 0.6576 133.1 -0.1261 -0.02684 0.6721 134.2 -0.1261 -0.01177 0.6869 135.3 -0.1261 0.003568 0.7019 136.4 -0.1261 0.01907 0.7171 137.5 -0.1261 0.03465 0.7324 138.6 -0.1261 0.0501 0.7475 139.8 0.1373 -1.44 1.439 91.62 0.1535 -1.694 1.692 87.87 0.1778 -1.968 1.97 83.77 0.2092 -2.314 2.321 78.59 0.2549 -2.757 2.768 71.98 0.3081 -3.362 3.448 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 993 3.532 -83.7 0.0000 993.3 0.009339 -91.61 0.0000 994.2 2.547 -60.69 0.0000 994.5 0.01548 -68.62 0.0000 995.4 2.404 -47.54 0.0000 995.8 0.02039 -54.59 0.0000 -7.011 -3.513 8.587 0.0000 -5.815 -2.517 26.28 0.0000 -4.579 -2.361 44.57 0.0397 -0.06139 -0.06309 131.4 0.0397 -0.04759 -0.04941 132.6 0.0397 -0.03319 -0.03513 133.7 0.0397 -0.01843 -0.02048 134.8 0.0397 -0.003431 -0.00558 135.9 0.0397 0.01178 0.009526 137 0.0397 0.02712 0.02475 138.1 0.0397 0.04242 0.03996 139.2 0.0397 0.05766 0.0551 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D0Z93P -123.65 0.0 -0.47 0.0 -45.31 0.0 0.0 131.69 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -34.49 0.0 -29.16 0.0 -116.20 0.0 0.0 124.67 0.0 1.21 0.0 -2.2 0.0 -1.58 0.0 0.0 D29Z0P -38.63 0.0 -8.04 0.0 121.30 0.0 0.0 127.56 0.0 2.88 0.0 -3.2 0.0 0.38 0.0 0.0 D137Z93P -0.47 0.0 -116.61 0.0 129.54 0.0 0.0 174.30 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -50.32 0.0 -41.64 0.0 254.23 0.0 0.0 262.49 0.0 1.00 0.0 -2.1 0.0 -0.06 0.0 0.0 D212Z93P -120.81 0.0 -0.47 0.0 168.72 0.0 0.0 207.51 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -19.90 0.0 -30.40 0.0 85.56 0.0 0.0 92.96 0.0 2.89 0.0 -3.8 0.0 -1.92 0.0 0.0 D287Z93P -0.47 0.0 -125.75 0.0 -35.41 0.0 0.0 130.65 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-2": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.4720 0.4720 -0.8658 123.1797 -0.0000 46.1803 0.0000 0.0000 0.0000 D1Z93P 1.0049 1.0049 -1.8622 -1.0049 -1.0049 1.8622 0.0006 0.0004 -0.0022 D2Z0P 1.3789 1.3789 -2.8141 33.1079 27.7858 119.0165 0.0000 0.0000 0.0000 D3Z9P 1.3789 1.3789 -2.8141 -1.3789 -1.3789 2.8141 0.0123 0.0111 -0.0038 D4Z13P 1.3789 1.3789 -2.8141 -1.3789 0.1821 2.7091 0.0118 1000.0000 -104.9530 D5Z19P 8.4647 4.1907 -8.6372 -8.4647 -4.1907 8.6372 0.0134 0.0105 -0.0012 D6Z26P 1.2995 1.2995 -2.8810 -1.2995 -1.2995 2.8810 0.0202 0.0181 -0.0034 D7Z31P 1.2995 1.2995 -2.8810 -1.2995 0.1870 2.7811 0.0194 1000.0000 -99.9384 D8Z26P 7.1684 2.8333 -5.8231 -7.1684 -2.8333 5.8231 0.0204 0.0159 -0.0025 D9Z13P 2.8700 1.7686 -4.3117 -2.8700 -1.7686 4.3117 0.0140 0.0111 -0.0015 D10Z31P 10.6858 3.7526 -7.6810 -10.6858 -3.7526 7.6810 0.0200 0.0157 -0.0027 D11Z36P 3.7053 3.7053 -6.1519 -3.7053 -3.7053 6.1519 0.0194 0.0157 -0.0027 D12Z45P 1.3763 1.3763 -2.8509 -1.3762 -1.3762 2.8509 0.0260 0.0222 -0.0042 D13Z45P 1.3763 1.3763 -2.8509 -1.3762 -1.3762 2.8509 0.0259 0.0241 -0.0046 D14Z50P 1.3763 1.3763 -2.8509 -1.3762 0.1846 2.7459 0.0238 1000.0000 -104.9401 D15Z55P 3.3156 3.3156 -6.8412 -3.3156 -3.3156 6.8412 0.0223 0.0193 -0.0045 D16Z68P 7.1638 7.1638 -6.3306 -7.1638 -7.1638 6.3306 0.0175 0.0102 -0.0019 D17Z68P 7.1638 7.1638 -6.3306 -7.1638 -7.1638 6.3306 0.0165 0.0146 -0.0044 D18Z55P 7.3692 7.3692 -7.2972 -7.3692 -7.3692 7.2972 0.0230 0.0151 -0.0019 D19Z75P 1.8570 1.8570 -3.4757 -1.8570 -1.8570 3.4757 0.0079 0.0027 -0.0020 D20Z75P 6.1822 6.1822 -3.9317 -6.1821 -6.1821 3.9316 0.0102 0.0093 -0.0034 D21Z81P 1.5327 1.5327 -2.8153 -1.5327 -1.5327 2.8153 0.0036 -0.0007 -0.0020 D22Z81P 1.5327 1.5327 -2.8153 -1.5327 -1.5327 2.8153 0.0036 0.0034 -0.0016 D23Z86P 1.2150 1.2150 -2.2294 -1.2150 -1.2150 2.2294 0.0011 0.0011 0.0001 D24Z86P 1.2150 1.2150 -2.2294 -1.2150 -1.2150 2.2294 0.0002 -0.0023 -0.0021 D25Z90P 1.0800 1.0800 -2.0018 -1.0800 -1.0800 2.0018 -0.0014 -0.0024 -0.0022 D26Z90P 1.0800 1.0800 -2.0018 -1.0800 -1.0800 2.0018 0.0006 0.0008 0.0019 D27Z93P 1.0049 1.0049 -1.8622 -1.0049 -1.0049 1.8622 0.0003 0.0003 0.0046 D28Z50P 1.3763 1.3763 -2.8509 -1.3762 -1.3762 2.8509 0.0239 0.0205 -0.0044 D29Z0P 1.3789 1.3789 -2.8141 37.2538 6.6580 -118.4859 0.0000 0.0000 0.0000 D30Z9P 1.3789 1.3789 -2.8141 -1.3789 -0.0062 2.7218 0.0115 1000.0000 -92.2882 D31Z19P 2.6784 2.6784 -5.6951 -2.6784 -2.6784 5.6951 0.0135 0.0085 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
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179 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5251 0.5218 0.5218 0.5445 0.5445 0.5409 0.5409 0.5115 0.5115 0.4720 0.4720 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.5004 0.7422 0.7422 0.5004 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450
1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5251 0.5218 0.5218 0.5445 0.5445 0.5409 0.5409 0.5115 0.5115 0.4720 0.4720 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.5004 0.7422 0.7422 0.5004 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450
-2.8810 -2.8810 -2.8141 -2.8810 -5.7319 -2.8509 -2.8509 -2.8509 -0.9287 -0.9287 -0.9287 -0.9287 -0.9916 -0.9916 -0.9916 -0.9916 -0.9287 -0.9287 -0.8658 -0.8658 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.9283 -1.5270 -1.5270 -0.9283 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441
-1.2995 -1.2995 -1.3789 -1.2995 -2.6757 -1.3762 -1.3762 -1.3762 -0.5250 -0.5250 -0.5217 -0.5217 -0.5445 -0.5445 -0.5409 -0.5409 -0.5115 -0.5115 -0.4720 -0.4720 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.5002 -0.7421 -0.7421 -0.5002 -0.4841 -0.4841 -2.6377 -2.6377 -0.4865 -0.4865 -0.4808 -0.4808 -2.6432 -2.6432 -0.4762 -0.4762 -0.4448 -0.4448
17:07:07 03/17/10
-0.0059 -1.2995 -1.3789 -1.2995 -2.6758 -1.3762 -0.0062 -1.3762 -0.5250 -0.5250 -0.5217 -0.5217 -0.5445 -0.5445 -0.5409 -0.5409 -0.5115 -0.5115 -0.4720 -0.4720 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.4720 -0.9834 -1.0524 -2.3647 -1.0663 -1.0468 -1.0254 -0.5002 -0.7421 -0.7421 -0.5002 -0.4842 -0.4841 -2.6377 -2.6377 -0.4865 -0.4865 -0.4808 -0.4808 -2.6432 -2.6432 -0.4762 -0.4762 -0.4448 -0.4448
2.7941 2.8810 2.8141 2.8810 5.7319 2.8509 2.7588 2.8509 0.9287 0.9287 0.9287 0.9287 0.9916 0.9916 0.9916 0.9916 0.9287 0.9287 0.8658 0.8658 0.8658 1.7945 1.9204 3.5672 1.9204 1.8575 1.8570 0.8658 1.7945 1.9204 3.5673 1.9204 1.8575 1.8570 0.9283 1.5270 1.5270 0.9283 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8442
0.0185 1000.0000 0.0185 0.0123 0.0134 0.0095 0.0195 0.0122 0.0198 0.0121 0.0243 0.0168 0.0243 1000.0000 0.0238 0.0158 0.1168 0.1161 0.1167 0.1170 0.0923 0.0916 0.0922 0.0925 0.0695 0.0689 0.0694 0.0699 0.0484 0.0480 0.0483 0.0488 0.0295 0.0292 0.0293 0.0299 0.0135 0.0134 0.0132 0.0135 0.0079 0.0080 0.0210 0.0237 0.0392 0.0391 0.0585 0.0597 0.0810 0.0805 0.1042 0.1046 0.1297 0.1287 0.0049 0.0007 0.0210 0.0206 0.0379 0.0367 0.0588 0.0582 0.0802 0.0800 0.1044 0.1036 0.1289 0.1289 0.1433 0.1435 0.1508 0.1496 0.1510 0.1515 0.1435 0.1425 0.1637 0.1631 0.1637 0.1643 0.1775 0.1767 0.1775 0.1775 0.1914 0.1905 0.1914 0.1911 0.2058 0.2046 0.2058 0.2049 0.2204 0.2192 0.2204 0.2193 0.2352 0.2338 0.2352 0.2335 0.2500 0.2480 0.2503 0.2486
-86.9737 -0.0013 -0.0007 -0.0014 -0.0015 -0.0017 -92.1110 -0.0018 0.0158 -0.0029 0.0147 -0.0028 0.0133 -0.0027 0.0116 -0.0026 0.0097 -0.0025 0.0073 -0.0024 0.0060 -0.0025 0.0107 -0.0027 0.0141 -0.0029 0.0163 -0.0023 0.0086 -0.0025 0.0126 -0.0028 0.0153 -0.0029 -0.0030 0.0086 -0.0031 0.0112 0.0090 -0.0031 0.0095 -0.0031 0.0098 -0.0032 0.0101 -0.0031 0.0104 -0.0032 0.0106 -0.0032 -0.0032 0.0108
Helman O. Mozo
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Job
180 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556 0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.2760 6.0966 1.3789 1.3789 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 0.9922 6.0966 0.4720 1.0049 1.3789 1.3789 1.2995
0.2836 0.2836 0.2065 0.2065 0.2065 0.2065 0.0829 0.0829 0.0771 0.1542 0.0772 0.1545 0.0773 2.1757 0.0775 0.1551 0.0776 0.1553 0.0777 0.1556 0.0779 2.1907 0.0780 0.1609 0.0829 0.5330 3.3363 3.4293 0.8647 5.2760 6.0966 1.3789 1.3789 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 0.5470 0.6679 0.8647 0.9922 6.0966 0.4720 1.0049 1.3789 1.3789 1.2995
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17:07:07 03/17/10
0.2802 0.2788 0.2578 0.2694 0.2678 0.2588 0.4127 0.4131 0.2854 0.2936 0.2993 0.3076 0.3139 0.3222 0.3287 0.3369 0.3438 0.3519 0.3592 0.3671 0.3746 0.3824 0.3901 0.3975 0.4054 -0.0019 0.0019 0.0027 0.0051 0.0162 0.0437 0.0090 0.0098 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824 0.3977 0.0000 -0.0029 -0.0016 0.0015 0.0025 0.0409 0.0000 0.0004 0.0090 0.0083 0.0123
0.0049 -0.0031 -0.0031 0.0069 -0.0031 0.0089 0.0064 -0.0032 -0.0031 0.0054 -0.0031 0.0057 -0.0031 0.0060 -0.0032 0.0062 -0.0032 0.0063 -0.0032 0.0064 -0.0032 0.0064 -0.0032 0.0064 -0.0032 0.0037 0.0009 -0.0008 -0.0023 -0.0044 -0.0081 -0.0005 -0.0014 -0.0031 -0.0031 -0.0031 -0.0031 -0.0032 -0.0032 -0.0032 -0.0032 -0.0023 -0.0021 -0.0021 -0.0020 -0.0020 -0.0021 0.0000 -0.0095 92.2879 79.6274 86.9713
Helman O. Mozo
Page
Job
181 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P
1.2995 1.3763 1.3763 7.1638 3.3156 1.8570 1.5327 1.2150 1.0800 1.3789 5.3119 1.3789 2.6784 1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5218 0.5445 0.5409 0.5115 0.4720 0.9835 2.3648 1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776
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Helman O. Mozo
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Job
182 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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184 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 22.54 -4676.82 2546.92 2102.87 -459.05 -1500.28 1216.96 D128P 22.54 -2102.87 459.05 -1152.03 3563.54 -1594.59 1970.68 D129P 22.54 411.36 -1304.58 255.93 238.94 332.70 -531.31 D130P 22.54 -110.92 173.05 -343.58 1671.42 -184.62 749.22 D131P 22.54 -70.41 1545.42 71.81 -1385.48 0.43 49.11 D132P 22.54 -111.50 -2422.08 -563.16 12658.91 -166.63 2528.27 D133P 22.53 563.16 -12658.92 565.31 -20835.88 202.25 -6003.06 D134P 22.53 -19.80 -2804.76 -347.45 -12926.00 -74.16 -3176.50 D135P 22.53 -19.80 2804.75 53.26 -759.97 5.76 352.18 D136P 22.53 -53.26 759.97 -51.58 1086.25 -12.64 222.64 D137P 22.53 51.58 -1086.25 -63.43 -81.86 -2.36 -232.57 D138P 22.53 63.43 81.86 42.20 -1283.54 20.89 -237.59 D139P 22.53 -42.20 1283.54 -21.18 1568.94 -8.36 376.12 D140P 22.53 21.18 -1568.94 -37.10 -485.78 -2.94 -379.15 D141P 22.53 37.10 485.78 -47.19 -2761.35 -2.11 -476.92 D142P 22.53 47.19 2761.35 195.18 4287.34 28.09 816.89 D143P 263.51 -20442.72 -11582.28 -7684.28 -4886.04 -16943.98 -9920.67 D144P 785.52 331.46 2725.74 786.42 -2724.54 1056.37 1.13 D145P 263.51 5098.36 -1515.67 20442.72 11582.28 15339.99 6046.01 D146P 263.51 7684.27 4886.03 -3777.50 2976.67 2353.48 4736.57 D147P 263.52 3723.52 2790.32 212.42 3187.24 2371.05 3600.94 D148P 263.53 1929.79 1337.34 1178.00 2165.66 1872.17 2110.24 D149P -17.24 -583.54 -653.08 -1101.36 239.50 -1185.95 -291.10 D150P -17.26 -67.40 -2631.20 -1448.90 2561.06 -1067.28 -49.37 D151P 16.20 -215.96 208.60 -111.63 59.99 -325.58 266.94 D152P -0.05 -195.26 50.84 135.70 682.21 -107.42 1322.13 D153P -0.02 -33.88 21.13 11.63 106.68 -40.12 230.52 D154P 785.52 331.46 -2725.73 -225.33 1731.87 50.15 -469.59 D155P 22.53 347.45 12926.00 565.31 20835.88 127.70 4723.58 D156P 22.54 -71.81 1385.48 111.50 2422.08 11.73 1125.03 D157P 22.54 343.58 -1671.42 70.41 -1545.42 151.06 -1173.79 D158P 22.54 -255.93 -238.94 110.92 -173.05 -68.77 -195.38 D159P 22.54 1152.03 -3563.54 -411.36 1304.58 427.87 -1304.95 D160P 263.51 3777.49 -2976.67 -57.89 -1553.10 2240.72 -2728.78 D161P 263.52 57.89 1553.09 8171.13 5936.57 4957.24 4511.84 D162P 263.52 -8171.13 -5936.57 -3723.53 -2790.33 -7165.46 -5257.17 D163P 263.52 -212.42 -3187.25 -1125.62 -1888.87 -806.05 -3057.91
0.3024 0.3168 0.3316 0.3466 0.3618 0.3771 0.3924 0.4077
0.3006 0.3149 0.3295 0.3444 0.3595 0.3748 0.3900 0.4051
0.0056 0.0059 0.0061 0.0063 0.0064 0.0064 0.0064 0.0064
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
263.52 1125.62 1888.87 4078.91 3750.23 3135.26 3397.05 263.52 -4078.92 -3750.24 -1929.80 -1337.35 -3619.71 -3064.81 263.53 -1178.01 -2165.67 -1267.99 -1718.91 -1473.49 -2340.11 263.53 1267.98 1718.90 1491.04 1172.38 1662.06 1741.74 -17.25 759.51 664.89 67.39 2631.21 582.03 2320.03 -17.25 -309.60 -1460.79 -759.52 -664.88 -752.52 -1496.20 -17.25 1101.35 -239.49 309.59 1460.80 993.12 859.64 -17.24 486.77 288.43 583.53 653.09 753.35 662.71 -17.24 -5.27 -300.14 -486.78 -288.42 -346.34 -414.27 16.21 111.63 -59.97 55.49 -805.99 166.10 -860.64 16.21 -55.49 806.01 -174.02 -100.81 -228.10 700.87 -0.05 -118.74 60.58 91.91 505.57 -48.39 1021.11 -0.04 -107.73 53.49 49.94 417.26 -104.23 849.05 -0.03 -34.88 227.13 27.06 312.09 -14.09 972.54 -0.03 -62.04 35.28 26.53 180.22 -64.05 388.67 -0.02 -32.31 20.88 -17.80 91.79 -90.38 203.20 -0.01 24.93 205.36 -24.59 61.38 0.60 481.10 -0.01 -18.79 21.12 -13.50 1.47 -58.24 40.74 -0.05 -135.72 -682.22 118.72 -60.59 -30.65 -1339.74 -0.04 -91.92 -505.58 107.72 -53.51 28.50 -1008.37 -0.04 -49.96 -417.27 34.86 -227.15 -27.22 -1162.28 -0.03 -27.08 -312.10 62.03 -35.29 63.04 -626.56 -0.03 -26.55 -180.23 33.86 -21.15 13.20 -363.21 -0.02 -11.65 -106.69 32.30 -20.89 37.25 -230.11 -0.01 17.79 -91.80 -24.94 -205.37 -12.90 -535.99 -0.01 24.58 -61.40 18.78 -21.14 78.20 -148.85 -0.00 13.48 -1.48 -0.01 -0.01 24.29 -2.70 -21.68 -20398.89 821.82 8596.01 -381.49 -6879.56 256.66 -21.67 -8596.01 381.49 -4107.56 142.41 -6223.52 256.66 -21.67 4339.15 -78.62 4535.96 4.72 4424.94 -36.85 -21.67 1944.53 2.79 1983.94 -11.54 1595.75 -3.56 -21.67 929.06 -7.76 -916.48 30.71 3.86 7.05 -21.67 -766.65 -5.74 7714.30 -24.13 1715.91 -7.38 -21.67 -7714.31 24.13 -11731.75 -21.15 -3485.19 0.53 -21.67 1587.35 11.20 7331.88 -21.61 1801.05 -2.10 -21.67 1587.35 -11.20 -392.44 -135.88 205.80 -25.33 -21.67 392.44 135.88 526.14 140.27 110.78 33.30 -21.67 -526.14 -140.27 -60.59 6.40 -116.82 -26.65 -21.67 60.59 -6.40 -468.35 129.33 -80.62 24.31 -21.67 468.35 -129.33 633.26 -171.81 145.25 -39.71 -21.67 -633.26 171.81 -351.28 84.05 -181.67 47.21 -21.67 351.28 -84.05 -1365.52 519.68 -212.57 91.30 -21.67 1365.52 -519.68 2219.76 -810.61 415.51 -154.17 56.21 19755.36 30012.15 8268.12 14184.30 16881.61 26624.37 170.70 -285.72 -671.32 9102.72 -665.72 8331.91 -1263.48 56.21 -13844.24 -15004.16 -19755.36 -30012.15 -20179.94 -27036.82 56.21 -8268.12 -14184.31 5824.73 8137.86 -1471.92 -3642.44 56.20 -4222.28 -6516.44 1115.69 429.62 -1871.44 -3666.76 56.20 -2312.43 -3292.39 204.11 74.02 -1270.08 -1938.78 -24.59 -375.97 -219.06 -897.03 493.48 -896.03 193.15 -24.59 -2030.33 -1451.98 -6922.26 5950.95 -6301.47 3166.70 21.49 653.91 287.52 494.98 182.69 1141.83 467.32
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
186 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
-0.00 -0.00 170.70 -21.67 -21.67 -21.67 -21.67 -21.67 56.21 56.21 56.21 56.20 56.20 56.20 56.20 56.20 -24.59 -24.59 -24.59 -24.59 -24.59 21.49 21.49 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -324.37 -324.37 -324.38 -324.39 -324.39 -324.40 -324.41 -324.42 -324.43 -324.43 -324.44 194.77 517.90
-924.86 -84.24 -285.71 -7331.89 916.48 -1983.94 -4535.96 4107.56 -5824.74 -965.04 6706.03 -1115.70 -1443.50 2963.63 -204.11 -836.30 937.35 -146.19 897.02 491.31 -259.26 -494.99 369.74 -378.34 -255.38 -77.63 -122.88 -35.88 100.45 12.43 342.02 100.16 37.49 14.42 35.77 22.11 -27.20 -37.85 -1.63 -3332.14 -1556.21 241.48 -76.08 -77.88 -103.21 549.72 -24.17 -24.17 -37.86 45.15 106.08 -353.25
-734.08 -342.04 434.91 -64.96 -22.13 38.14 671.32 -3232.27 380.12 21.61 -11731.74 21.15 -30.71 766.65 5.74 11.54 -929.06 7.76 -4.72 -1944.53 -2.79 -142.41 -4339.15 78.62 -8137.86 965.03 1442.61 -1442.62 -6706.04 -8412.06 8412.05 4222.27 6516.43 -429.63 1443.50 2813.30 -2813.31 -2963.64 -3494.03 3494.02 2312.43 3292.38 -74.02 836.29 1653.07 -1653.08 -1993.61 -2577.52 520.51 2030.32 1451.99 -1309.99 -937.36 -520.50 -493.47 146.18 1310.00 -941.86 375.96 219.07 665.53 -491.32 941.87 -182.69 -369.75 -17.89 17.89 1173.03 -133.18 -178.34 -100.18 187.65 -239.61 -37.51 132.66 -68.42 -14.44 73.53 -121.42 -35.78 71.76 -54.24 27.19 -24.35 59.94 37.84 -41.01 -20.97 1.61 -12.41 -434.93 378.32 178.33 -187.66 255.37 239.60 -132.67 77.62 68.41 -73.54 122.86 121.41 -71.78 84.22 64.95 -38.15 35.87 54.22 24.33 -100.46 -59.96 41.00 -12.45 20.96 12.39 -0.01 -0.01 -1906.83 1556.21 -168.89 168.89 -749.23 -4177.03 -875.59 69.37 -2733.59 -2856.36 -307.56 -2556.84 -1142.14 45.36 1555.09 2328.19 -549.72 -12655.62 12655.63 566.68 20826.18 2882.03 -348.90 13042.90 -2882.03 37.86 623.94 -623.94 -45.15 -984.11 984.11 -106.08 15.87 33.49 353.25 1510.98 -1480.25 -344.70 -1805.00
17:07:07 03/17/10
-2284.97 -191.84 -1662.21 -2667.17 497.32 -1062.93 -3073.24 -133.78 -2927.53 -4621.13 6583.32 197.47 -2654.90 3178.35 380.83 -1704.77 2088.86 -762.68 734.28 610.45 -528.32 -859.43 1533.29 -863.05 -528.26 -166.06 -286.15 -15.68 249.41 25.33 1299.23 641.25 207.62 247.61 216.41 104.58 -230.26 -90.72 -2.96 -1035.14 -1129.44 154.98 -155.83 -9.99 -161.26 200.09 -75.33 2.36 -10.01 -12.13 90.82 -92.03
-539.57 -48.38 496.80 5.98 -7.38 7.05 -3.56 -36.85 -4033.28 -5936.55 8993.06 1435.95 -3799.60 4088.19 951.23 -2548.55 1388.39 -1288.43 574.73 -508.75 1131.40 -199.35 -114.58 16.79 -192.91 9.20 -89.57 -141.74 34.15 -60.20 -462.81 93.68 -115.90 86.33 -12.32 28.99 -64.25 111.75 22.32 -1209.88 -1963.60 -1799.46 -2198.85 126.81 -2550.64 6000.73 3215.71 -388.92 -193.92 199.10 305.37 -433.18
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
836.48 900.98 1461.59 -503.40 -875.82 -503.40 -503.40 -503.39 -503.39 -15.84 -15.84 -32.33 0.04 0.02 -875.81 -324.41 -324.40 -324.39 -324.38 -324.38 -503.39 -503.39 -503.39 -503.39 -503.39 -503.39 -503.39 -503.39 -15.84 -15.84 -15.84 -15.85 -15.85 -32.33 -32.34 0.04 0.03 0.03 0.02 0.01 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.00 -446.64
344.70 1835.29 -54.90 -600.45 -504.94 -3175.28 -7185.13 -32316.20 -356.73 -2836.56 -1035.61 3676.75 3537.73 12192.73 2113.12 5080.71 1125.32 2163.59 -527.54 -763.55 -136.73 -3092.70 140.70 -100.86 -84.95 -202.54 -33.99 46.36 -356.73 2836.55 348.90 -13042.90 -45.36 -1555.09 307.56 2556.84 -69.37 2733.59 749.23 4177.03 -1851.48 4891.84 1366.39 -599.51 -4091.59 -10948.32 -1877.67 -1701.27 1406.85 1757.36 -2551.30 -5282.65 -1617.36 -2127.05 1537.50 2043.10 645.69 816.74 -223.32 -1590.06 1014.01 -142.99 476.78 378.60 -25.45 -173.53 -96.91 35.95 17.42 -785.22 -145.58 97.45 -100.90 101.45 -36.62 263.48 -61.57 63.74 -32.31 43.07 24.92 218.95 -18.77 26.08 -93.99 -718.55 -101.93 -552.74 -47.41 -461.37 -27.71 -341.89 -26.37 -207.04 -11.70 -130.41 17.78 -112.52 24.59 -67.88 13.50 -4.75 12986.75 70.64
54.90 606.58 504.94 3228.58 -618.03 -4870.07 -3537.73 -12192.74 891.07 2913.73 7185.13 32316.19 1851.48 -4891.85 1877.67 1701.27 1617.35 2127.05 -1014.02 143.00 -2781.44 1521.28 96.91 -35.97 93.97 718.54 11.69 130.39 -504.86 -1190.10 566.68 -20826.18 103.21 -2328.19 77.88 1142.14 76.08 2856.36 -241.48 875.59 -1366.39 599.50 4091.59 10948.31 -2113.13 -5080.71 -1406.86 -1757.37 2551.29 5282.64 -1125.33 -2163.60 -1537.51 -2043.10 625.34 1339.32 136.72 3092.71 -645.70 -816.73 223.31 1590.07 527.52 763.56 -476.79 -378.59 -17.42 785.21 -83.15 200.69 101.91 552.73 47.40 461.36 27.70 341.87 26.35 207.03 -17.80 112.50 -24.60 67.86 -13.51 4.74 145.57 -97.46 100.89 -101.46 36.60 -263.49 61.56 -63.76 33.98 -46.37 32.30 -43.09 -24.93 -218.97 18.75 -26.10 -0.01 -0.01 -5161.14 38.85
17:07:07 03/17/10
73.74 450.59 94.32 550.81 -130.14 -932.39 -6459.56 -26812.61 504.94 72.93 3693.40 21617.38 3246.51 4398.12 2404.09 4085.53 1652.21 2584.72 -1085.06 -436.78 -2054.02 -1106.08 236.14 -135.99 16.27 930.65 -40.22 318.79 -407.09 777.93 128.10 -4738.58 17.09 -1147.40 140.64 1349.72 3.18 2650.92 293.31 2918.78 -1938.48 3308.04 3287.94 6234.22 -3737.78 -9656.04 -1978.63 -2083.52 2384.42 4240.97 -2214.83 -4485.69 -1900.52 -2512.14 1302.92 2037.60 550.72 2751.75 -611.68 -1694.07 870.91 1018.56 706.90 803.94 -353.51 -388.63 -113.62 816.12 -65.33 -580.95 -78.76 1172.67 -96.50 1015.09 -16.08 1091.82 -63.53 488.36 -90.38 280.59 0.57 517.31 -58.21 55.59 93.04 -1471.77 -1.87 -1179.93 -19.49 -1307.37 61.05 -731.63 13.72 -457.06 37.15 -312.91 -12.89 -597.86 78.17 -169.50 24.32 -8.60 4561.32 63.82
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-446.64 -446.66 -446.67 -446.68 -446.70 -446.71 -446.73 -446.74 -446.75 -446.76 568.40 1076.19 1576.84 1641.34 1641.33 -437.94 -325.76 -437.94 -437.93 -437.92 -437.91 -6.45 -6.46 -31.29 -0.01 -0.01 -325.76 -446.71 -446.69 -446.67 -446.66 -446.65 -437.93 -437.93 -437.92 -437.92 -437.91 -437.91 -437.91 -437.91 -6.46 -6.45 -6.45 -6.45 -6.45 -31.29 -31.29 -0.01 -0.01 -0.01 -0.01 -0.00
5161.14 -3669.69 -2570.57 89.29 -7299.26 11296.64 -1347.72 -1347.72 -873.19 967.84 32.51 -1120.59 1188.96 -393.23 -1506.87 6580.62 134.25 -9262.64 -4129.49 -2657.68 -1644.40 -309.95 -1980.62 -512.26 -715.67 -67.59 134.24 7091.20 3045.72 1350.38 4586.96 -2425.41 -294.46 -2339.62 2593.01 491.41 -1726.99 1489.65 -91.27 -641.67 830.87 -59.99 808.85 432.38 -251.61 418.99 -245.56 -337.94 -225.95 -53.18 -104.18 -21.34
-38.85 2425.41 -63.32 -4586.96 6.16 -1350.38 -41.17 -3045.71 -2.07 -11296.64 23.83 11887.68 0.02 -7091.20 -0.02 873.19 84.20 -967.84 -107.45 -32.50 48.73 1120.59 334.84 -1188.96 -256.29 393.23 74.14 1506.87 321.62 -2382.85 9104.78 4129.49 489.49 -10024.41 -9103.40 -6580.62 -7017.62 294.45 -4306.18 -491.42 -2459.34 91.26 -131.13 -808.86 -1342.83 -7887.17 -153.42 -418.98 -438.02 -267.16 -65.17 -6.51 -489.49 3036.47 17.41 11887.68 -23.72 7299.26 -55.85 -89.29 59.27 2570.57 -169.13 3669.69 -375.93 2339.62 -3696.61 -2593.01 3304.10 2657.68 992.28 1726.98 -3014.28 -1489.65 1886.73 1644.39 53.06 641.66 -1534.19 -2382.73 421.72 1980.61 -1174.98 -830.87 -592.63 59.98 -917.71 309.94 472.86 -432.39 144.78 245.58 8.24 -815.76 -243.00 -68.83 -224.15 -9.02 -72.07 5.69 -120.64 -18.13 -54.10 40.34
169.13 -59.27 55.85 23.72 -23.83 -28.37 -17.41 -84.20 107.45 47.79 -286.55 303.89 -68.01 -321.62 518.80 7017.62 1081.76 -9104.78 375.92 -992.29 -53.06 592.64 6289.50 -144.78 319.22 38.17 443.47 28.37 2.07 41.17 -6.16 63.32 3696.60 -3304.11 4306.18 3014.28 -1886.73 2459.33 1534.18 -1911.51 1342.84 -421.71 1174.99 131.14 917.72 -8.24 193.82 212.25 126.75 74.96 71.48 -24.41
17:07:07 03/17/10
3716.67 63.82 -4116.59 -61.12 -1592.69 25.19 -907.89 -5.36 -4592.77 -6.40 4155.18 -0.81 -1704.06 -3.51 -81.73 -14.50 -222.02 23.11 186.23 -11.88 227.99 -47.02 -304.53 84.22 291.95 -59.84 233.40 -51.87 -450.79 97.40 6451.87 9712.29 -9346.02 1484.81 -9515.47 -10935.85 -2310.27 -4001.02 -1897.05 -3191.85 -935.62 -1513.50 -787.50 324.84 -6945.66 3481.82 -925.52 -296.37 -1772.62 -214.27 -133.65 -48.69 1498.14 -21.75 2655.31 6.41 3056.64 -6.40 460.16 -5.36 3394.31 25.19 718.79 -61.12 1232.03 2000.41 -2971.47 -4217.30 3163.06 4584.51 1336.38 2413.59 -1937.74 -2952.42 1887.97 2618.11 331.56 956.17 -1821.93 -2075.72 1978.92 1242.02 -627.05 -1123.87 611.54 409.91 522.49 -553.64 -481.45 978.79 660.49 135.70 -1054.81 200.81 -733.65 -55.47 -423.80 -175.67 -85.66 5.21 -220.59 -88.68 34.27 -141.60
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00
109.40 15.75 267.14 68.82 9.01 -5.70 18.11 6.49 -40.36 -42.60 -3.67
59.93 -21.04 -319.23 -212.26 -126.76 -74.98 -71.49 -38.19 24.39 40.96 12.36
42.59 3.65 337.93 225.94 53.17 104.16 67.58 21.33 -109.42 -15.76 -0.01
-40.97 -12.37 242.99 224.14 72.06 120.63 65.15 54.09 -59.94 21.03 -0.01
17:07:07 03/17/10
274.13 34.99 1091.31 531.63 112.15 177.58 154.55 50.18 -270.14 -105.27 -6.64
34.19 -60.26 -137.51 21.42 -98.66 82.34 -11.43 28.68 -64.11 111.79 22.27
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 3 "COMBO 1-3"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004981 -0.0003769 -0.009403 0.3509 0.3723 0.1263 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01256 -1000 92.29 0.0000 0.0000 0.0000 -3.51 -1007 100.9 D4Z13P 0.01188 -1000 79.63 0.0000 0.0000 0.0000 0.01188 -1007 92.97 D5Z19P 0.01296 -0.01068 -0.001166 -0.0268 -0.0144 -0.5876 -6.327 -6.351 18.73 D6Z26P 0.01968 -1000 86.97 0.0000 0.0000 0.0000 -2.513 -1006 113.3 D7Z31P 0.019 -1000 74.01 0.0000 0.0000 0.0000 0.019 -1005 105.3 D8Z26P 0.01988 -0.01416 -0.001811 -0.0303 -0.0210 -0.7426 -5.813 -5.847 26.28 D9Z13P 0.01374 -0.0107 -0.0009577 -0.0298 -0.0454 -0.4202 -6.689 -6.714 13.34 D10Z31P 0.01951 -0.01477 -0.001996 -0.0534 -0.0720 -0.7905 -5.475 -5.509 31.32 D11Z36P 0.01887 -0.01504 -0.002114 -0.0372 -0.0349 -0.7455 -5.139 -5.173 36.32 D12Z45P 0.02425 -0.01886 -0.002477 -0.0184 -0.0176 -0.6678 -4.579 -4.622 44.57 D13Z45P 0.02422 -1000 92.11 0.0000 0.0000 0.0000 -2.359 -1005 136.7 D14Z50P 0.02278 -1000 79.28 0.0000 0.0000 0.0000 0.02278 -1004 129.6 D15Z55P 0.02154 -0.01799 -0.002632 0.1088 0.1049 -0.5805 -3.862 -3.901 55.28 D16Z68P 0.01548 -0.01157 -0.0007307 -0.2718 -0.2575 0.0921 3.047 -3.043 67.95 D17Z68P 0.01597 -0.01359 -0.002734 -0.2294 -0.2345 -0.4119 -3.015 -3.045 67.95 D18Z55P 0.02152 -0.0168 -0.0002094 0.1504 0.1480 0.0758 3.905 -3.9 55.28 D19Z75P 0.007645 -0.005212 -0.002011 -0.0051 0.0022 0.1027 2.541 -2.539 75.35 D20Z75P 0.008054 -0.007018 -0.002669 -0.0977 -0.1071 -0.3575 -2.526 -2.541 75.35 D21Z81P 0.003283 -0.001006 -0.003545 -0.0658 -0.0612 0.1110 2.136 -2.133 81.32 D22Z81P 0.002049 -0.001395 -0.002598 -0.0346 -0.0440 -0.3080 -2.13 -2.134 81.32 D23Z86P -8.352e-005 -0.0002238 -0.002469 -0.0495 -0.0572 -0.2619 -1.827 -1.827 85.87 D24Z86P 9.965e-005 0.0008689 -0.005242 0.0130 0.0175 0.1173 1.827 -1.826 85.87 D25Z90P 0.0001016 0.0004952 -0.006971 -0.0921 -0.0837 0.1221 1.577 -1.576 89.59 D26Z90P -0.00155 0.001891 -0.00243 -0.0346 -0.0018 -0.2305 -1.578 -1.575 89.59 D27Z93P 0.0003698 -0.000638 -0.002305 0.0834 -0.0414 -0.1995 -1.325 -1.326 93.33 D28Z50P 0.02283 -0.01855 -0.002568 -0.0937 -0.1070 -0.6006 -4.192 -4.233 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01146 -0.009608 0.002505 0.0000 0.0000 0.0000 3.534 -7.032 8.593 D31Z19P 0.01369 -0.009739 -0.0008283 0.0081 0.0186 0.0249 6.354 -6.35 18.73 D32Z26P 0.01841 -0.01548 -0.0001443 0.0000 0.0000 0.0000 2.551 -5.848 26.28 D33Z26P 0.01843 -0.01253 -0.0006639 0.0132 0.0282 0.0350 5.851 -5.845 26.28 D34Z13P 0.01368 -0.009595 -7.04e-005 0.0021 0.0002 0.0184 6.717 -6.713 13.34 D35Z31P 0.01907 -0.01296 -0.0008075 -0.0049 -0.0019 0.0427 5.513 -5.507 31.32 D36Z36P 0.01919 -0.01336 -0.0009881 0.0167 0.0214 0.0494 5.177 -5.172 36.32 D37Z45P 0.0243 -0.0186 -0.0001155 0.0244 0.0291 0.0607 4.627 -4.622 44.57 D38Z45P 0.02428 -0.02145 2.561e-005 0.0000 0.0000 0.0000 2.407 -4.625 44.58 D39Z50P 0.02284 -0.01764 -0.0001404 -0.0674 -0.0619 0.0686 4.237 -4.232 50.35 D40Z113P 0.1171 -0.1164 -0.002776 0.4248 0.4249 0.0635 -1.208 -1.441 113.3 D41Z113P 0.1171 -0.1166 -0.02144 0.4480 0.4394 0.1260 1.442 -1.442 113.2 D42Z110P 0.09256 -0.09181 -0.002709 0.4152 0.4237 0.0197 -1.232 -1.417 109.9
17:07:07 03/17/10 Designed by
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Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09275 0.06978 0.06985 0.04863 0.04879 0.02971 0.02978 0.01319 0.01386 0.001432 0.01959 0.03732 0.05882 0.08035 0.1047 0.1291 0.01148 0.02287 0.04049 0.05919 0.08167 0.1046 0.1301 0.1441 0.1517 0.1513 0.1437 0.1647 0.1647 0.1781 0.1782 0.1919 0.1919 0.2058 0.2059 0.2203 0.2203 0.2348 0.2348 0.2496 0.2495 0.2808 0.2807 0.2596 0.2697 0.2701 0.2594 0.4146 0.4146 0.2875 0.2943 0.3014
-0.0921 -0.06922 -0.06941 -0.04825 -0.04846 -0.02937 -0.02957 -0.01337 -0.01373 -0.004654 -0.01873 -0.03766 -0.05802 -0.07983 -0.1039 -0.1282 -0.01223 -0.02113 -0.04097 -0.05837 -0.0815 -0.1037 -0.1293 -0.1431 -0.1504 -0.1503 -0.1427 -0.1628 -0.1629 -0.1765 -0.1766 -0.1901 -0.1902 -0.2043 -0.2044 -0.2187 -0.2188 -0.2334 -0.2334 -0.2483 -0.248 -0.2794 -0.2793 -0.2581 -0.2684 -0.2687 -0.2581 -0.4132 -0.4132 -0.2858 -0.2929 -0.2998
-0.02021 -0.002639 -0.01871 -0.002553 -0.01688 -0.002468 -0.01474 -0.002351 -0.01219 -0.002267 -0.01362 -0.002501 -0.01789 -0.002673 -0.02089 -0.002806 -0.01075 -0.002434 -0.01587 -0.002603 -0.01952 -0.002744 -0.02199 -0.01695 -0.002965 -0.01439 -0.002885 -0.00301 -0.0149 -0.002994 -0.01535 -0.003037 -0.01574 -0.003025 -0.01607 -0.003061 -0.01636 -0.003051 -0.01659 -0.0168 -0.003076 -0.003109 -0.01112 -0.01497 -0.003089 -0.01305 -0.00307 -0.003191 -0.01284 -0.01139 -0.003123 -0.01185
0.3772 0.3683 0.4177 0.3641 0.2704 0.2786 0.4221 0.3006 0.0337 0.2331 0.2956 0.3280 0.3700 0.3888 0.4276 0.4106 0.2480 0.2697 0.3162 0.3598 0.3888 0.4257 0.4006 0.3438 0.4682 0.4229 0.4490 0.5355 0.5524 0.5520 0.5494 0.5583 0.5576 0.5784 0.5782 0.5869 0.5834 0.5906 0.5977 0.5914 0.5901 0.6647 0.6409 0.5616 0.6280 0.5853 0.6000 0.7899 0.7901 0.7025 0.7165 0.7317
17:07:07 03/17/10
0.3926 0.3596 0.4004 0.3918 0.3026 0.2247 0.3864 0.4278 0.0807 0.2349 0.2944 0.3354 0.3692 0.3938 0.4235 0.4162 0.2316 0.2652 0.3203 0.3598 0.3945 0.4220 0.4447 0.4036 0.4982 0.4926 0.4581 0.5338 0.5544 0.5493 0.5444 0.5592 0.5585 0.5751 0.5743 0.5860 0.5850 0.5860 0.5883 0.5963 0.5933 0.6807 0.6877 0.6063 0.6294 0.6102 0.5909 0.7895 0.7898 0.7051 0.7144 0.7323
0.1261 -0.0242 0.1261 -0.0680 0.1262 -0.1118 0.1262 -0.1556 0.1263 -0.1775 0.1263 -0.0899 0.1261 -0.0023 0.1260 0.0854 0.1263 -0.1337 0.1262 -0.0461 0.1261 0.0416 0.1260 0.1418 0.1211 0.1493 0.1119 0.1216 0.1468 0.1221 0.1442 0.1227 0.1417 0.1232 0.1391 0.1237 0.1366 0.1242 0.1340 0.1315 0.1247 0.1285 0.1527 0.1356 0.1311 0.1465 0.1313 0.1284 0.1526 0.1527 0.1285 0.1527
1.418 -1.255 1.395 -1.276 1.374 -1.295 1.355 -1.312 1.339 -1.324 1.345 -1.288 1.384 -1.245 1.43 -1.196 1.336 -1.302 1.365 -1.266 1.407 -1.22 1.455 1.046 -0.5383 0.8413 -0.7579 -0.5253 0.8547 -0.5119 0.8682 -0.4981 0.8819 -0.4842 0.8959 -0.4697 0.9103 -0.4552 0.9248 0.9396 -0.4405 -0.0692 0.6307 0.8363 -0.1937 0.7334 -0.3172 0.06458 0.7646 0.6375 -0.05572 0.6514
-1.417 -1.394 -1.394 -1.373 -1.373 -1.354 -1.355 -1.338 -1.339 -1.33 -1.344 -1.363 -1.383 -1.405 -1.429 -1.453 -1.337 -1.346 -1.366 -1.383 -1.406 -1.429 -1.454 -1.045 -0.8404 -0.8403 -1.044 -0.8528 -0.8529 -0.8665 -0.8666 -0.8801 -0.8802 -0.8943 -0.8944 -0.9087 -0.9088 -0.9234 -0.9234 -0.9383 -0.938 -0.6294 -0.6293 -0.8348 -0.7317 -0.732 -0.8348 -0.7632 -0.7632 -0.6358 -0.6429 -0.6498
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P 0.3085 D96Z134P 0.3158 D97Z134P 0.3231 D98Z135P 0.3306 D99Z135P 0.3381 D100Z136P 0.3456 D101Z136P 0.3532 D102Z137P 0.3609 D103Z138P 0.3686 D104Z138P 0.3763 D105Z139P 0.384 D106Z139P 0.3916 D107Z140P 0.3993 D108Z140P 0.4069 D109Z92P -8.158e-005 D111Z88P -0.001115 D113Z84P 0.001435 D115Z79P 0.00425 D117Z72P 0.01228 D119Z62P 0.04514 D121Z9P 0.01148 D122Z9P 0.01258 D123Z132P 0.2943 D124Z133P 0.3085 D125Z134P 0.3232 D126Z135P 0.3381 D127Z136P 0.3532 D128Z138P 0.3686 D129Z139P 0.384 D130Z140P 0.3993 D131Z92P -0.003509 D132Z88P 0.001017 D133Z84P 0.0008901 D134Z79P 0.006416 D135Z72P 0.007975 D136Z62P 0.04542 D137Z93P 0 D138Z93P 0.0005568 D139Z9P 0.009659 D140Z13P 1000 D141Z26P 0.01552 D142Z31P 1000 D143Z45P 0.02147 D144Z50P 1000 D145Z68P 0.0131 D146Z55P 0.01827 D147Z75P 0.005163 D148Z81P 0.0009425 D149Z86P -0.0006181 D150Z90P -0.002145 D151Z9P 1000 D152Z9P 0.01242
-0.3071 -0.3143 -0.3218 -0.3291 -0.3367 -0.3442 -0.3518 -0.3595 -0.3672 -0.3749 -0.3826 -0.3903 -0.3979 -0.4056 0.001433 0.0008472 -0.001278 -0.003317 -0.01032 -0.04196 -0.007734 -0.009102 -0.2928 -0.307 -0.3217 -0.3366 -0.3518 -0.3672 -0.3826 -0.3979 0.003739 -0.00027 0.0006829 -0.004001 -0.004762 -0.04243 0 -0.0003801 -0.007702 -0.008209 -0.0125 -0.01289 -0.01858 -0.01758 -0.01232 -0.01676 -0.004279 -0.0004886 0.001425 0.002091 -0.009309 -0.009445
-0.00314 -0.0122 -0.003155 -0.01245 -0.003165 -0.01263 -0.003174 -0.01275 -0.003181 -0.01281 -0.003188 -0.01283 -0.00319 -0.01284 -0.002453 -0.002428 -0.002532 -0.00264 -0.002724 -0.002721 0.0002311 -0.0007266 -0.01163 -0.01204 -0.01234 -0.01255 -0.01269 -0.01279 -0.01283 -0.01283 -0.0088 -0.006046 -0.004552 -0.002698 -0.001874 0.00324 0 -0.002367 0.001741 79.63 -0.0006588 74.01 -0.0001793 79.28 -0.002347 -0.002118 -0.002386 -0.002412 -0.00237 -0.002401 92.29 -0.0003109
0.7478 0.7607 0.7669 0.7716 0.7795 0.7854 0.7898 0.7935 0.7954 0.7981 0.7941 0.7911 0.7907 0.7911 0.0289 -0.0528 -0.0324 -0.0791 -0.0386 -0.1274 0.0468 0.0325 0.7250 0.7462 0.7674 0.7784 0.7901 0.7969 0.7948 0.7907 -0.0399 0.0089 -0.0330 -0.0585 -0.0069 -0.0974 0.0000 -0.0523 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2655 0.1515 -0.0092 -0.0238 -0.0315 0.0346 0.0000 0.0440
17:07:07 03/17/10
0.7478 0.7607 0.7660 0.7700 0.7779 0.7844 0.7891 0.7928 0.7958 0.7981 0.7939 0.7892 0.7897 0.7898 0.0301 -0.0430 -0.0466 -0.0805 -0.0517 -0.1339 0.0668 0.0455 0.7135 0.7454 0.7650 0.7779 0.7884 0.7944 0.7934 0.7904 -0.0325 0.0213 -0.0368 -0.0425 -0.0098 -0.0850 0.0000 0.1104 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2684 0.1469 -0.0095 -0.0235 -0.0255 -0.0142 0.0000 0.0659
0.1285 0.1527 0.1285 0.1527 0.1285 0.1527 0.1285 0.1527 0.1284 0.1527 0.1284 0.1526 0.1284 0.1526 -0.2172 -0.2433 -0.2842 -0.3291 -0.3979 -0.4795 0.0104 -0.2791 0.1527 0.1527 0.1527 0.1527 0.1527 0.1527 0.1526 0.1526 0.1249 0.1195 0.1149 0.1065 0.0987 0.0846 0.0000 -0.0098 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0458 0.0120 -0.0123 -0.0151 -0.0164 -0.0117 0.0000 0.0061
-0.04155 -0.6571 0.6658 -0.6643 -0.02687 -0.6718 0.6806 -0.6791 -0.01194 -0.6867 0.6956 -0.6942 0.003239 -0.7018 0.7109 -0.7095 0.01858 -0.7172 0.7263 -0.7249 0.03399 -0.7326 0.7416 -0.7403 0.04929 -0.7479 0.7569 -0.7556 -1.44 -1.438 -1.693 -1.691 -1.966 -1.969 -2.312 -2.319 -2.748 -2.771 -3.36 -3.447 7.034 -7.03 -7.01 -7.032 0.6443 -0.6428 0.6585 -0.657 0.6732 -0.6717 0.6881 -0.6866 0.7032 -0.7018 0.7186 -0.7172 0.734 -0.7326 0.7493 -0.7479 1.436 -1.436 1.693 -1.693 1.969 -1.967 2.322 -2.32 2.768 -2.765 3.45 -3.447 1.325 1.457e-011 1.326 1.325 7.032 -3.53 1007 -0.008209 5.848 -2.545 1005 -0.01289 4.625 -2.402 1004 -0.01758 3.044 3.019 3.901 3.866 2.539 2.53 2.133 2.132 1.826 1.828 1.574 1.579 1007 3.513 7.035 7.013
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.592 92.97 26.28 105.3 44.57 129.6 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.59
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.01335 1000 0.01686 0.01409 0.0174 0.01743 0.01984 1000 0.01914 0.117 0.09258 0.06976 0.04865 0.02964 0.01337 0.02123 0.05882 0.1045 0.004995 0.03824 0.08062 0.1292 0.1437 0.1516 0.1646 0.178 0.1918 0.2058 0.2204 0.2349 0.2496 0.281 0.2596 0.2698 0.4146 0.2876 0.3014 0.3159 0.3307 0.3457 0.3609 0.3763 0.3917 0.4069 0.2944 0.3086 0.3232 0.3381 0.3533 0.3686 0.384
0 0 0.0000 0.0000 0.0000 -0.008599 -0.0007659 0.0103 0.0081 -0.0015 -0.01279 86.97 0.0000 0.0000 0.0000 -0.01281 -0.001113 0.0215 0.0204 -0.0010 -0.009808 -0.0004918 -0.0191 -0.0089 -0.0038 -0.01301 -0.001276 -0.0066 -0.0017 -0.0051 -0.01319 -0.001443 0.0203 0.0068 -0.0035 -0.0186 -0.001883 0.0292 0.0196 -0.0032 -0.01857 92.11 0.0000 0.0000 0.0000 -0.01763 -0.002018 -0.0612 -0.0562 -0.0153 -0.1165 -0.002904 0.4174 0.4280 -0.1247 -0.09195 -0.002835 0.4326 0.4156 -0.1056 -0.06936 -0.002759 0.3380 0.3752 -0.0864 -0.04835 -0.002665 0.4193 0.3594 -0.0673 -0.0295 -0.002571 0.1857 0.2890 -0.0481 -0.01332 -0.00245 0.4681 0.2934 -0.0289 -0.02344 -0.002536 0.2560 0.2755 -0.0385 -0.0592 -0.002724 0.3548 0.3630 -0.0768 -0.1041 -0.002875 0.4228 0.4219 -0.1152 -0.0006005 -0.002364 0.2310 0.2302 -0.0194 -0.03631 -0.002605 0.3365 0.3300 -0.0577 -0.07946 -0.002792 0.3921 0.3930 -0.0960 -0.1283 -0.00293 0.4170 0.4225 -0.1343 -0.1428 -0.002989 0.4627 0.4607 -0.1504 -0.1506 -0.002972 0.4735 0.5006 -0.1566 -0.163 -0.002963 0.5310 0.5352 -0.1563 -0.1766 -0.003015 0.5517 0.5505 -0.1560 -0.1902 -0.003002 0.5571 0.5604 -0.1557 -0.2044 -0.003042 0.5774 0.5764 -0.1554 -0.2187 -0.00303 0.5858 0.5869 -0.1551 -0.2334 -0.003059 0.5895 0.5879 -0.1548 -0.2479 -0.003051 0.5892 0.5957 -0.1545 -0.2793 -0.003103 0.6657 0.6810 -0.1517 -0.2581 -0.003088 0.6012 0.5961 -0.1583 -0.2683 -0.003093 0.6295 0.6335 -0.1560 -0.4132 -0.003178 0.7911 0.7885 -0.1516 -0.2859 -0.003098 0.6970 0.6950 -0.1517 -0.2997 -0.003114 0.7330 0.7315 -0.1517 -0.3142 -0.003128 0.7615 0.7582 -0.1517 -0.3291 -0.003144 0.7698 0.7701 -0.1517 -0.3442 -0.003153 0.7849 0.7833 -0.1516 -0.3595 -0.003161 0.7935 0.7915 -0.1516 -0.3749 -0.003168 0.7995 0.7957 -0.1516 -0.3903 -0.003176 0.7894 0.7893 -0.1516 -0.4056 -0.003178 0.7907 0.7889 -0.1516 -0.2928 -0.003121 0.7177 0.7130 -0.1517 -0.307 -0.003135 0.7489 0.7468 -0.1517 -0.3217 -0.003148 0.7682 0.7649 -0.1517 -0.3366 -0.003156 0.7806 0.7768 -0.1517 -0.3518 -0.003164 0.7909 0.7880 -0.1516 -0.3672 -0.003171 0.7966 0.7947 -0.1516 -0.3826 -0.003177 0.7954 0.7928 -0.1516
17:07:07 03/17/10
7.6 6.354 1006 5.85 6.717 5.512 5.176 4.623 1005 4.234 1.442 1.418 1.395 1.374 1.355 1.338 1.346 1.384 1.43 1.33 1.363 1.406 1.454 1.045 0.8416 0.8546 0.868 0.8818 0.8958 0.9104 0.9249 0.9396 0.631 0.8362 0.7332 0.7646 0.6376 0.6514 0.6659 0.6807 0.6957 0.7109 0.7263 0.7417 0.7569 0.6444 0.6586 0.6732 0.6881 0.7033 0.7186 0.734
7.6 6.332 2.52 5.82 6.693 5.481 5.145 4.585 2.365 4.197 1.209 1.233 1.256 1.277 1.295 1.312 1.302 1.266 1.221 1.324 1.289 1.246 1.197 0.7588 0.5394 0.527 0.5134 0.4998 0.4856 0.4713 0.4566 0.4421 0.07069 0.3186 0.1951 -0.06322 0.06414 0.05027 0.03579 0.02093 0.005846 -0.00945 -0.02487 -0.04025 -0.05557 0.05723 0.04304 0.02832 0.0134 -0.0018 -0.01716 -0.03261
0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
Page
Job
194 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
0.3993 -0.3979 -0.001672 -5.729e-005 -0.001358 0.002135 0.0004548 9.109e-005 0.003152 -0.002609 0.005139 -0.004545 0.04304 -0.04222 0 0 0.0002454 -0.0002588 0.0123 -1000 0.01221 -1000 0.01684 -1000 0.01736 -1000 0.01981 -1000 0.01913 -1000 0.01239 -0.01318 0.01767 -0.01731 0.005807 -0.006345 0.001981 -0.003259 -0.0004584 2.535e-005 0.00024 -0.0007652 0.01361 -0.01201 0.01383 -0.01044 0 0 0.01317 -0.01018 0.01836 -0.01673 0.01853 -0.01504 0.01489 -0.01131 0.01777 -0.01483 0.01697 -0.01459 0.02142 -0.0205 0.02139 -0.02098 0.01921 -0.01863 0.1171 -0.1165 0.09271 -0.0919 0.06983 -0.06927 0.04875 -0.04832 0.02983 -0.02951 0.01368 -0.01357 0.02122 -0.02088 0.05915 -0.05859 0.1048 -0.1039 0.007947 -0.008099 0.03955 -0.03941 0.08138 -0.08083 0.13 -0.1289 0.144 -0.1429 0.1512 -0.1502 0.1646 -0.1628 0.1781 -0.1765 0.1919 -0.1902 0.2059 -0.2043
-0.003178 -0.002505 -0.002359 -0.002398 -0.00241 -0.002387 -0.002278 0 0.004699 -92.29 -105 -86.97 -99.94 -92.11 -104.9 -0.004004 -0.00421 -0.002817 -0.001388 0.0003633 0.002066 -0.004287 -0.001723 0 -0.001523 -0.003166 -0.002588 -0.00188 -0.002751 -0.002817 -0.004073 -0.004171 -0.004175 0.01576 0.01466 0.0133 0.01165 0.009687 0.00736 0.008629 0.01255 0.01527 0.006093 0.01075 0.01404 0.01625 0.0111 0.008483 0.008957 0.009372 0.00973 0.01004
0.7918 0.0569 -0.0133 -0.0233 -0.0461 -0.0147 -0.0813 0.0000 0.1920 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2762 0.1183 -0.0253 -0.0605 -0.0203 -0.0852 0.0000 0.0359 0.0000 -0.0169 0.0000 -0.0140 -0.0409 -0.0517 -0.0158 -0.0075 0.0000 -0.1022 0.4416 0.3936 0.3869 0.3248 0.3283 0.1999 0.2805 0.3643 0.4267 0.2456 0.3237 0.3908 0.3958 0.3438 0.4224 0.5536 0.5506 0.5588 0.5792
17:07:07 03/17/10
0.7886 0.0440 -0.0244 -0.0177 -0.0518 -0.0118 -0.0837 0.0000 0.2340 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2362 0.1819 0.0175 -0.0147 0.0233 -0.0471 0.0000 0.0864 0.0000 0.0420 0.0000 0.0568 -0.0002 0.0162 0.0484 0.0530 0.0000 -0.0433 0.4358 0.4010 0.3848 0.3349 0.3217 0.2146 0.2838 0.3659 0.4223 0.2349 0.3255 0.3958 0.4451 0.4108 0.4938 0.5538 0.5461 0.5597 0.5757
-0.1516 -0.0066 -0.0154 -0.0150 -0.0181 -0.0123 -0.0202 0.0000 -0.2521 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3800 -0.4423 -0.3426 -0.3123 -0.2896 -0.2712 0.0000 -0.2589 0.0000 -0.4479 0.0000 -0.5358 -0.3516 -0.5627 -0.5378 -0.4964 0.0000 -0.4674 -0.1599 -0.1753 -0.1906 -0.2060 -0.2214 -0.2367 -0.2290 -0.1983 -0.1676 -0.2444 -0.2137 -0.1829 -0.1522 -0.1607 -0.1659 -0.1628 -0.1598 -0.1567 -0.1537
0.7493 1.438 1.691 1.968 2.319 2.765 3.448 1.9e-015 -1.325 3.535 0.01221 2.55 0.01736 2.403 0.01913 -3.019 -3.865 -2.528 -2.13 -1.827 -1.576 -3.509 -7.009 -7.6 -6.327 -2.514 -5.814 -6.688 -5.477 -5.141 -4.582 -2.362 -4.195 -1.208 -1.232 -1.255 -1.276 -1.295 -1.311 -1.304 -1.266 -1.22 -1.317 -1.285 -1.244 -1.195 -0.7577 -0.5388 -0.5254 -0.5119 -0.4981 -0.4841
-0.04791 1.44 1.694 1.968 2.313 2.756 3.363 1.325 1.325 -993 -993.3 -994.2 -994.5 -995.4 -995.8 3.018 3.866 2.527 2.129 1.827 1.576 7.01 7.012 7.6 6.33 5.816 5.818 6.692 5.479 5.144 4.583 4.582 4.196 1.209 1.233 1.256 1.277 1.295 1.311 1.304 1.266 1.221 1.317 1.286 1.244 1.196 0.7588 0.5398 0.5272 0.5135 0.4998 0.4857
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -83.7 -91.61 -60.69 -68.62 -47.54 -54.59 67.95 55.28 75.35 81.32 85.88 89.6 8.586 8.588 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 110 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7
Helman O. Mozo
Page
Job
195 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2204 0.2349 0.2496 0.2809 0.2597 0.2702 0.4146 0.2877 0.3015 0.3159 0.3307 0.3457 0.361 0.3763 0.3917 0.4069 0.2945 0.3086 0.3233 0.3382 0.3533 0.3686 0.384 0.3993 -0.00209 0.0008842 0.0009297 0.0045 0.005845 0.04332 0 0.01207 1000 0.01674 1000 0.02097 1000 1000 1000 1000 0.2875 0.3013 0.3158 0.3306 0.3456 0.3609 0.3763 0.3917 0.4069
-0.2188 0.01029 0.5848 0.5861 -0.2334 0.01051 0.5979 0.5895 -0.2483 0.0107 0.5919 0.5972 -0.2795 0.00489 0.6418 0.6868 -0.2582 0.008827 0.5621 0.6089 -0.2688 0.006871 0.5874 0.6142 -0.4132 0.006454 0.7890 0.7888 -0.286 0.005146 0.7011 0.7034 -0.2999 0.005575 0.7308 0.7312 -0.3144 0.005897 0.7596 0.7596 -0.3292 0.006123 0.7706 0.7689 -0.3442 0.006285 0.7843 0.7833 -0.3595 0.006389 0.7924 0.7917 -0.3749 0.006441 0.7970 0.7970 -0.3903 0.006452 0.7900 0.7881 -0.4055 0.006454 0.7901 0.7887 -0.2929 0.005374 0.7234 0.7126 -0.3071 0.00575 0.7453 0.7444 -0.3217 0.00602 0.7663 0.7641 -0.3367 0.006211 0.7774 0.7768 -0.3518 0.006344 0.7890 0.7874 -0.3672 0.006421 0.7958 0.7933 -0.3826 0.006449 0.7938 0.7926 -0.3979 0.006453 0.7896 0.7894 0.001794 0.003806 -0.0556 -0.0111 -0.001347 0.001147 0.0081 0.0420 -0.001752 -0.0004814 -0.0759 -0.0219 -0.005545 -0.002154 -0.0604 -0.0268 -0.006595 -0.002969 -0.0341 0.0208 -0.04231 -0.007866 -0.1100 -0.0651 0 0 0.0000 0.0000 -0.01035 -0.003413 0.0000 0.0000 -0.009418 -105 0.0000 0.0000 -0.01499 -0.002947 0.0000 0.0000 -0.01464 -99.94 0.0000 0.0000 -0.02047 -0.00426 0.0000 0.0000 -0.01854 -104.9 0.0000 0.0000 -0.00909 -92.29 0.0000 0.0000 -0.0141 -86.97 0.0000 0.0000 -0.01884 -92.11 0.0000 0.0000 -0.286 -0.00313 0.6967 0.6961 -0.2999 -0.003145 0.7320 0.7326 -0.3143 -0.00316 0.7605 0.7593 -0.3291 -0.003168 0.7688 0.7712 -0.3442 -0.003177 0.7839 0.7844 -0.3595 -0.003184 0.7924 0.7926 -0.3749 -0.003191 0.7985 0.7968 -0.3902 -0.00319 0.7884 0.7904 -0.4055 -0.003191 0.7897 0.7900
Joint Support Reactions for Load Case "COMBO 1-3":
17:07:07 03/17/10
-0.1506 -0.4696 0.4712 125.1 -0.1476 -0.4551 0.4566 126.5 -0.1445 -0.4404 0.4417 127.9 -0.1602 -0.06913 0.07055 130.9 -0.1465 -0.317 0.3185 128.9 -0.1556 -0.1931 0.1946 129.9 -0.1602 0.06456 -0.06318 140.9 -0.1602 -0.06233 0.06402 131.4 -0.1602 -0.04851 0.05006 132.6 -0.1602 -0.0341 0.03564 133.7 -0.1602 -0.01931 0.02082 134.8 -0.1602 -0.004281 0.005771 135.9 -0.1602 0.01096 -0.009495 137 -0.1602 0.02632 -0.02489 138.1 -0.1602 0.04166 -0.04025 139.2 -0.1602 0.05693 -0.05554 140.3 -0.1602 -0.05554 0.0571 132 -0.1602 -0.0414 0.04293 133.1 -0.1602 -0.02673 0.02825 134.2 -0.1602 -0.01184 0.01333 135.3 -0.1602 0.003311 -0.001841 136.4 -0.1602 0.01862 -0.01718 137.5 -0.1602 0.03402 -0.03259 138.7 -0.1602 0.04929 -0.04789 139.8 -0.2605 -1.442 1.442 91.63 -0.2802 -1.691 1.691 87.87 -0.2994 -1.967 1.966 83.78 -0.3269 -2.311 2.31 78.59 -0.3587 -2.754 2.754 71.98 -0.4077 -3.361 3.362 62.39 0.0000 -1.325 1.457e-011 93.33 0.0000 -7.01 3.512 8.587 0.0000 993.3 -0.009418 -91.61 0.0000 -5.816 2.518 26.28 0.0000 994.5 -0.01464 -68.62 0.0000 -4.582 2.363 44.57 0.0000 995.8 -0.01854 -54.59 0.0000 993 -3.532 -83.7 0.0000 994.2 -2.547 -60.69 0.0000 995.4 -2.402 -47.54 0.1285 -0.06254 -0.636 131.4 0.1285 -0.04871 -0.6499 132.6 0.1285 -0.03425 -0.6643 133.7 0.1285 -0.01943 -0.6791 134.8 0.1285 -0.004374 -0.6942 135.9 0.1285 0.01089 -0.7095 137 0.1284 0.02629 -0.7249 138.1 0.1284 0.04165 -0.7402 139.2 0.1284 0.05694 -0.7555 140.3
Helman O. Mozo
Page
Job
196 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -124.45 0.0 0.47 0.0 169.02 0.0 0.0 209.90 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -19.85 0.0 28.52 0.0 66.93 0.0 0.0 75.42 0.0 -2.77 0.0 -3.4 0.0 2.02 0.0 0.0 D29Z0P -51.01 0.0 41.95 0.0 271.34 0.0 0.0 279.27 0.0 -0.82 0.0 -2.0 0.0 0.01 0.0 0.0 D137Z93P -0.47 0.0 115.57 0.0 130.13 0.0 0.0 174.04 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -37.97 0.0 10.17 0.0 103.63 0.0 0.0 110.83 0.0 -3.07 0.0 -3.4 0.0 -0.43 0.0 0.0 D212Z93P -120.01 0.0 0.47 0.0 -45.23 0.0 0.0 128.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -34.51 0.0 28.48 0.0 -98.03 0.0 0.0 107.76 0.0 -1.26 0.0 -2.5 0.0 1.46 0.0 0.0 D287Z93P -0.47 0.0 126.91 0.0 -35.37 0.0 0.0 131.75 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.4720 -0.4720 -0.8658 123.9816 -0.0000 -168.1559 0.0000 0.0000 0.0000 D1Z93P 1.0049 -1.0049 -1.8622 -1.0049 1.0049 1.8621 0.0005 -0.0004 -0.0094 D2Z0P 1.3789 -1.3789 -2.8141 18.4698 -27.1445 -64.1206 0.0000 0.0000 0.0000 D3Z9P 1.3789 -1.3789 -2.8141 -1.3789 0.0062 2.9064 0.0126 -1000.0000 92.2869 D4Z13P 1.3789 -1.3789 -2.8141 -1.3789 0.1945 2.8937 0.0119 -1000.0000 79.6274 D5Z19P 8.4647 -4.1907 -8.6372 -8.4647 4.1907 8.6372 0.0130 -0.0107 -0.0012 D6Z26P 1.2995 -1.2995 -2.8810 -1.2995 0.0059 2.9680 0.0197 -1000.0000 86.9703 D7Z31P 1.2995 -1.2995 -2.8810 -1.2995 0.1987 2.9551 0.0190 -1000.0000 74.0081 D8Z26P 7.1684 -2.8333 -5.8231 -7.1684 2.8333 5.8231 0.0199 -0.0142 -0.0018 D9Z13P 2.8700 -1.7686 -4.3117 -2.8700 1.7686 4.3117 0.0137 -0.0107 -0.0010 D10Z31P 10.6858 -3.7526 -7.6810 -10.6858 3.7526 7.6810 0.0195 -0.0148 -0.0020 D11Z36P 3.7053 -3.7053 -6.1519 -3.7053 3.7053 6.1519 0.0189 -0.0150 -0.0021 D12Z45P 1.3763 -1.3763 -2.8509 -1.3762 1.3762 2.8509 0.0242 -0.0189 -0.0025 D13Z45P 1.3763 -1.3763 -2.8509 -1.3762 0.0062 2.9430 0.0242 -1000.0000 92.1066 D14Z50P 1.3763 -1.3763 -2.8509 -1.3762 0.1970 2.9301 0.0228 -1000.0000 79.2801 D15Z55P 3.3156 -3.3156 -6.8412 -3.3156 3.3156 6.8412 0.0215 -0.0180 -0.0026 D16Z68P 7.1638 -7.1638 -6.3306 -7.1638 7.1638 6.3306 0.0155 -0.0116 -0.0007 D17Z68P 7.1638 -7.1638 -6.3306 -7.1638 7.1638 6.3306 0.0160 -0.0136 -0.0027 D18Z55P 7.3692 -7.3692 -7.2972 -7.3692 7.3692 7.2972 0.0215 -0.0168 -0.0002 D19Z75P 1.8570 -1.8570 -3.4757 -1.8570 1.8570 3.4757 0.0076 -0.0052 -0.0020 D20Z75P 6.1822 -6.1822 -3.9317 -6.1821 6.1821 3.9316 0.0081 -0.0070 -0.0027 D21Z81P 1.5327 -1.5327 -2.8153 -1.5327 1.5327 2.8153 0.0033 -0.0010 -0.0035 D22Z81P 1.5327 -1.5327 -2.8153 -1.5327 1.5327 2.8153 0.0020 -0.0014 -0.0026 D23Z86P 1.2150 -1.2150 -2.2294 -1.2150 1.2150 2.2294 -0.0001 -0.0002 -0.0025 D24Z86P 1.2150 -1.2150 -2.2294 -1.2150 1.2150 2.2294 0.0001 0.0009 -0.0052 D25Z90P 1.0800 -1.0800 -2.0018 -1.0800 1.0800 2.0018 0.0001 0.0005 -0.0070 D26Z90P 1.0800 -1.0800 -2.0018 -1.0800 1.0800 2.0018 -0.0015 0.0019 -0.0024 D27Z93P 1.0049 -1.0049 -1.8622 -1.0049 1.0049 1.8622 0.0004 -0.0006 -0.0023 D28Z50P 1.3763 -1.3763 -2.8509 -1.3762 1.3762 2.8509 0.0228 -0.0186 -0.0026 D29Z0P 1.3789 -1.3789 -2.8141 49.6310 -40.5712 -268.5307 0.0000 0.0000 0.0000 D30Z9P 1.3789 -1.3789 -2.8141 -1.3789 1.3789 2.8141 0.0115 -0.0096 0.0025 D31Z19P 2.6784 -2.6784 -5.6951 -2.6784 2.6784 5.6951 0.0137 -0.0097 -0.0008
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
197 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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17:07:07 03/17/10
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2.8810 2.8810 2.8141 2.8810 5.7319 2.8509 2.8509 2.8509 0.9287 0.9287 0.9287 0.9287 0.9916 0.9916 0.9916 0.9916 0.9287 0.9287 0.8658 0.8658 0.8658 1.7945 1.9204 3.5672 1.9204 1.8574 1.8570 0.8658 1.7945 1.9203 3.5672 1.9203 1.8575 1.8570 0.9282 1.5270 1.5270 0.9283 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8441
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Helman O. Mozo
Page
Job
198 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
199 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
200 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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202 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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0.0769 0.0770 0.0771 0.0772 0.0774 0.0775 0.0776 0.0825
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------------D127P 68.75 -20957.48 -732.26 8402.71 247.86 -7317.81 -282.35 D128P 68.75 -8402.72 -247.86 -5195.44 -328.48 -6661.77 -282.35 D129P 68.75 2337.43 -26.12 2327.82 436.97 2325.99 204.84 D130P 68.74 -682.19 -22.21 790.78 -462.01 44.11 -196.69 D131P 68.74 1392.88 76.40 -513.69 381.77 269.99 140.70 D132P 68.73 -771.61 28.38 7243.30 -519.07 1598.36 -121.19 D133P 68.73 -7243.30 519.07 -11178.76 537.65 -3301.67 189.39 D134P 68.73 1452.18 82.96 6919.55 303.56 1690.50 78.05 D135P 68.73 1452.18 -82.96 -541.08 -89.51 156.92 -29.71 D136P 68.73 541.08 89.51 659.10 68.87 144.73 19.10 D137P 68.73 -659.10 -68.87 -93.99 -51.41 -149.94 -23.95 D138P 68.73 93.99 51.41 -508.42 -264.61 -81.94 -42.15 D139P 68.73 508.43 264.62 630.30 316.35 150.15 76.60 D140P 68.73 -630.30 -316.35 -344.68 -57.22 -179.91 -68.93 D141P 68.73 344.68 57.22 -1131.95 -532.79 -165.00 -99.67 D142P 68.72 1131.95 532.79 1965.44 797.59 358.96 154.18 D143P -0.86 -19836.05 30033.24 -8281.06 14220.35 -16938.02 26658.79 D144P 438.39 -200.92 -984.45 9858.83 -1734.95 9126.55 -2569.79 D145P -0.86 14299.12 -15339.25 19836.06 -30033.24 20501.61 -27250.74 D146P -0.86 8281.06 -14220.36 -5842.36 8168.90 1469.10 -3645.45 D147P -0.85 4232.95 -6533.98 -1135.69 441.32 1865.82 -3670.28 D148P -0.84 2374.30 -3259.29 -344.17 -18.90 1222.97 -1974.82 D149P -70.27 -69.71 372.85 170.96 1409.03 71.26 1254.21 D150P -70.28 -258.35 2206.44 5706.88 8235.63 3835.06 7349.87 D151P 38.29 569.02 678.42 468.33 241.90 1030.97 914.67 D152P -0.05 540.07 -880.51 -263.59 -373.66 498.66 -2262.02 D153P -0.02 33.54 -148.38 -11.62 -21.29 39.53 -306.01 D154P 438.39 -200.91 984.45 -3130.95 1489.42 -1574.28 1168.88 D155P 68.73 -6919.56 -303.56 -11178.76 -537.65 -2532.11 -117.69 D156P 68.74 513.69 -381.77 771.61 -28.38 379.77 -121.19 D157P 68.74 -790.78 462.01 -1392.88 -76.40 -796.80 140.70 D158P 68.74 -2327.82 -436.97 682.19 22.21 -780.40 -196.69 D159P 68.75 5195.43 328.48 -2337.43 26.12 1651.00 204.84 D160P -0.86 5842.36 -8168.91 -982.61 1467.11 2927.56 -4037.23 D161P -0.86 982.62 -1467.12 6698.41 -8390.73 4627.13 -5938.46 D162P -0.85 -6698.41 8390.72 -4232.94 6533.98 -6585.15 8990.78 D163P -0.85 1135.69 -441.32 -1439.39 2836.62 -182.95 1442.95
0.3013 0.3158 0.3306 0.3456 0.3609 0.3763 0.3917 0.4069
-0.2999 -0.3143 -0.3291 -0.3442 -0.3595 -0.3749 -0.3902 -0.4055
-0.0031 -0.0032 -0.0032 -0.0032 -0.0032 -0.0032 -0.0032 -0.0032
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-0.85 -0.84 -0.84 -0.84 -70.28 -70.28 -70.28 -70.27 -70.27 38.29 38.30 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.05 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -7.35 -292.31 -771.24 -292.31 -292.31 -292.31 -292.32 8.39 8.40 -23.04
1439.40 -2836.62 3000.59 -3458.37 2674.70 -3000.59 3458.36 -2374.29 3259.29 -3237.88 344.18 18.90 -756.35 1676.90 -248.29 756.35 -1676.90 3311.77 -1116.07 2450.68 396.69 -1230.26 258.36 -2206.43 461.08 -775.60 -137.87 -396.68 1230.27 -825.14 -170.95 -1409.02 775.61 137.88 425.60 -590.22 -698.84 69.72 -372.84 -366.36 880.27 -75.54 590.23 698.85 1035.04 -468.34 -241.90 -327.60 7.82 -791.05 327.58 -7.82 1004.48 -237.66 1323.88 29.70 -618.62 -58.63 -71.90 -52.17 130.21 -455.24 -58.56 -11.26 129.23 29.64 -136.71 -25.24 9.28 7.93 63.63 -221.40 -27.16 -31.59 65.79 32.63 -68.01 17.46 40.46 90.35 -24.57 176.28 24.32 52.21 -0.44 18.97 16.45 13.41 -0.12 58.40 263.60 373.64 -29.69 618.60 421.89 58.64 71.89 -130.20 455.23 -129.06 58.58 11.24 -29.62 136.70 52.21 25.25 -9.29 -63.62 221.39 -69.20 27.17 31.57 -33.53 148.36 -11.46 11.64 21.27 -32.62 68.00 -37.84 -17.45 -40.48 24.58 -176.30 12.86 -24.31 -52.22 -18.96 -16.47 -78.04 -13.39 0.11 0.01 -0.01 -24.13 -4421.07 -3010.89 2058.22 77.86 -1377.24 -2058.22 -77.87 -945.52 -4950.27 -1471.54 430.64 -804.62 -111.53 -1990.88 159.10 -125.66 -2935.07 11.11 -3253.34 -46.53 -125.41 -978.38 -229.27 2024.34 -108.92 -168.95 2305.87 -76.77 -13167.97 -60.69 76.77 13167.97 69.46 21336.09 26.21 72.99 2959.35 -49.51 13325.59 4.74 72.99 -2959.34 232.33 578.80 52.59 -232.33 -578.80 -202.88 -901.10 -52.48 202.88 901.10 -29.14 34.17 34.59 29.14 -34.17 104.77 1192.74 26.48 -104.77 -1192.74 -95.15 -1572.67 -26.36 95.15 1572.66 -49.67 516.66 8.39 49.67 -516.66 -105.88 3057.22 -11.78 105.88 -3057.22 266.31 -4628.46 43.13 20482.33 -11506.34 7694.06 -4884.13 16973.73 -320.99 -2719.78 1420.58 2644.79 1039.09 -5245.14 -1007.21 -20482.32 11506.34 -15451.93 -7694.05 4884.12 3747.71 3010.27 -2377.31 -3709.08 2800.79 -229.23 3179.86 -2372.48 -1870.45 1386.11 -1343.33 2047.07 -1936.01 -442.35 648.60 -58.76 1676.71 -352.72 -1706.34 -414.75 943.54 2952.54 -536.92 164.22 -195.41 105.49 -64.93 268.06
17:07:07 03/17/10
-3792.16 4046.77 1021.56 -1682.52 -2418.99 768.91 -894.72 -754.33 438.73 -232.64 -243.97 -1245.42 -841.37 -229.84 -456.30 -49.69 412.11 29.45 1789.62 950.71 266.83 382.54 324.54 161.01 -390.98 -123.88 0.18 -1709.57 -2463.30 -1393.77 -2513.74 321.20 -2682.70 6183.95 3288.40 -410.01 -178.47 186.21 229.07 -364.63 385.53 532.45 -890.71 -9873.78 -70.87 6305.79 4755.66 3602.80 2068.18 1636.72 1786.28 -258.74
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.05 0.02 -771.23 -7.35 -7.35 -7.35 -7.35 -7.35 -292.31 -292.31 -292.31 -292.31 -292.31 -292.32 -292.32 -292.32 8.39 8.39 8.39 8.38 8.38 -23.05 -23.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 252.79 252.80 252.81 252.82 252.83 252.84 252.85 252.86 252.87 252.88 252.89 -266.32 -589.45
20.30 -184.83 -43.82 -65.26 -320.99 2719.77 49.51 -13325.60 229.27 -2024.34 -11.11 3253.34 111.53 1990.88 945.52 4950.27 -3747.71 -3010.28 -45.06 1598.06 8176.91 -5884.99 229.24 -3179.87 -1134.60 1898.21 4052.90 -3756.79 1343.33 -2047.08 -1634.17 1415.22 751.26 -1081.28 -997.40 119.27 58.77 -1676.70 269.73 -738.63 -255.12 -22.88 -105.49 64.92 59.20 -806.75 -117.35 -303.78 -109.76 -209.91 -186.13 -75.10 -64.82 -119.56 -37.46 -53.94 -129.22 60.23 -19.23 -20.74 387.96 -223.02 317.16 -235.53 274.09 -121.16 206.26 -75.95 121.26 -70.99 77.82 -38.15 75.88 24.63 50.47 41.26 4.90 12.51 13173.93 -181.57 5010.95 81.46 -3692.46 -18.50 -2150.57 -26.63 -1295.74 109.83 352.46 25.23 7449.50 510.52 -1368.62 93.54 -1368.62 -93.54 -714.06 141.62 812.78 -115.04 45.54 57.75 -1025.89 -247.75
-387.95 223.01 -77.81 38.13 -543.85 -1581.67 69.46 -21336.09 168.95 -2305.87 125.41 978.38 125.66 2935.07 -430.64 804.62 45.06 -1598.06 -8176.91 5884.98 3709.09 -2800.80 1134.60 -1898.22 -4052.90 3756.79 1870.46 -1386.11 1634.18 -1415.22 -1611.54 842.42 1706.35 414.76 -751.25 1081.29 997.41 -119.26 442.36 -648.59 -269.72 738.64 -59.20 806.73 116.34 143.19 -317.15 235.52 -274.08 121.15 -206.24 75.93 -121.24 70.98 -75.87 -24.64 -50.45 -41.27 -4.89 -12.52 117.36 303.76 109.78 209.90 186.14 75.09 64.84 119.55 43.83 65.24 37.47 53.92 129.24 -60.24 19.24 20.73 0.01 -0.01 -5010.95 -81.46 2977.00 -394.41 -5176.93 496.92 -1571.95 -522.42 248.34 380.41 -7449.50 -510.52 11276.81 536.03 -7067.06 295.37 714.05 -141.62 -812.78 115.04 -45.54 -107.11 1025.89 217.03 -1173.39 -249.94
17:07:07 03/17/10
-663.09 -219.36 -408.63 16.65 117.66 41.71 112.48 297.43 -2230.51 -4952.99 7160.24 821.59 -3125.00 3568.29 1793.68 -1955.25 1729.84 -1230.82 743.41 501.22 -369.42 -163.68 174.46 -783.66 -692.30 -707.69 -335.59 -204.39 -324.06 -43.49 911.39 770.03 830.08 488.94 297.75 207.94 369.95 125.72 8.86 4757.97 3913.32 -4422.08 -1512.09 -321.65 -1752.81 3356.20 -1703.41 -112.74 -184.13 152.76 211.84 -289.99
68.86 -48.92 537.75 -4849.47 -1279.45 1544.11 2336.03 3324.46 -2776.11 4507.85 -5232.40 -3059.09 3406.62 -3098.14 -2085.73 1360.02 -469.15 845.05 -1264.13 -976.43 503.81 866.29 -659.48 -123.11 -160.10 1.50 -87.62 -141.72 34.20 -60.00 145.62 -46.22 -83.09 78.63 -10.37 28.45 -64.24 111.80 22.53 -153.31 -153.31 238.53 -223.02 150.55 -119.85 187.57 78.53 -40.50 30.95 -44.23 54.33 -65.62
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -908.03 D503P -972.53 D504P -1533.14 D505P 234.46 D506P -279.84 D507P 234.47 D508P 234.46 D509P 234.44 D510P 234.43 D511P 84.33 D512P 84.35 D513P -29.81 D514P 0.05 D515P 0.02 D516P -279.84 D517P 252.86 D518P 252.84 D519P 252.82 D520P 252.81 D521P 252.80 D522P 234.46 D523P 234.45 D524P 234.45 D525P 234.44 D526P 234.44 D527P 234.43 D528P 234.43 D529P 234.43 D530P 84.34 D531P 84.34 D532P 84.34 D533P 84.33 D534P 84.33 D535P -29.81 D536P -29.82 D537P 0.04 D538P 0.04 D539P 0.03 D540P 0.03 D541P 0.02 D542P 0.01 D543P 0.01 D544P 0.05 D545P 0.04 D546P 0.04 D547P 0.03 D548P 0.03 D549P 0.02 D550P 0.01 D551P 0.01 D552P 0.00 D670P 487.50
1173.39 -399.89 -1768.07 -6578.78 83.44 9460.11 4111.82 2641.25 1657.69 -11.26 -171.85 -523.86 518.83 33.56 83.43 7067.06 -248.34 1571.95 5176.93 -2977.00 237.72 2337.72 -2583.47 -506.61 1720.81 -1507.56 129.73 672.60 308.67 -687.38 -249.18 -592.54 872.32 431.77 -275.76 35.21 128.80 29.99 63.57 32.60 -24.57 18.99 255.74 60.69 58.05 25.40 27.15 11.63 -17.46 -24.30 -13.38 -3116.26
219.65 -108.48 -516.09 9083.86 992.76 -9170.65 -6959.53 -4273.69 -2404.34 278.95 1822.87 -714.14 -784.01 -123.12 -992.76 -295.37 -380.41 522.42 -496.92 394.41 -284.96 -3692.75 3292.79 1030.57 -3015.52 1863.83 171.45 -1592.11 -1069.13 -255.37 -1298.98 -613.10 -131.45 254.04 -6.71 -567.62 -410.01 -99.73 -193.09 -45.83 189.88 21.42 298.98 25.64 -32.82 -39.10 4.77 -2.44 -61.19 -58.70 -3.16 1936.53
399.89 1768.07 -2665.35 -4111.82 -9580.18 6578.78 -237.71 506.61 -129.72 249.19 5872.46 -431.76 -255.73 -11.62 2662.86 11276.81 -352.46 1295.75 2150.57 3692.45 -2337.71 2583.48 -2641.25 -1720.80 1507.57 -1657.68 -672.59 3144.51 171.86 -308.66 687.39 11.27 592.55 275.78 -921.23 -60.68 -58.03 -25.38 -27.14 17.48 24.31 13.40 -35.20 -128.79 -29.97 -63.56 -33.55 -32.58 24.58 -18.98 0.01 1530.16
102.35 462.79 -739.25 6959.52 1247.05 -9083.87 284.95 -1030.57 -171.46 1298.99 7675.97 -254.04 -299.00 2.43 -1777.58 -536.03 -25.23 -109.83 26.63 18.50 3692.75 -3292.80 4273.68 3015.51 -1863.84 2404.33 1592.10 -621.36 -1822.86 1069.14 255.38 -278.94 613.11 6.71 185.13 -25.66 32.81 39.08 -4.79 61.18 58.69 3.14 567.60 410.00 99.72 193.07 123.10 45.81 -189.89 -21.43 -0.01 555.19
17:07:07 03/17/10
290.31 59.42 286.74 74.26 -513.80 -145.48 -6440.12 9664.69 -8974.25 2116.58 9632.97 -10963.67 2333.80 -4020.83 1896.30 -3195.34 920.46 -1551.69 167.47 1110.67 4012.49 6685.97 -949.74 -962.24 474.53 -1953.33 39.58 -217.67 1297.60 -1308.96 2566.47 -116.32 -177.52 -119.85 1046.40 150.55 3474.91 -223.02 413.30 238.53 -1265.06 2052.88 2964.58 -4208.16 -3147.42 4558.12 -1341.81 2437.40 1944.81 -2939.37 -1906.77 2571.19 -327.03 1062.38 2299.46 -1333.41 338.23 -2035.59 -701.09 572.79 308.44 -734.56 -409.14 -627.89 1031.08 339.03 703.20 259.16 -1189.64 177.32 -45.93 -1070.03 127.64 -680.33 8.30 -109.39 65.71 -356.88 90.32 27.69 -0.46 448.32 58.42 44.30 397.77 1562.99 -122.82 785.73 50.63 120.66 -68.83 277.71 -11.54 230.64 -37.79 78.22 12.83 -452.86 -78.06 -144.53 -24.11 -5.72 -924.49 1452.35
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
487.51 487.51 487.52 487.54 487.55 487.56 487.58 487.59 487.60 487.61 -527.56 -1035.34 -1535.99 -1600.49 -1600.48 668.60 992.60 668.61 668.60 668.59 668.59 14.34 14.34 32.71 -0.04 -0.02 992.60 487.57 487.54 487.53 487.52 487.51 668.60 668.60 668.60 668.59 668.59 668.59 668.59 668.60 14.34 14.34 14.34 14.35 14.35 32.71 32.72 -0.04 -0.03 -0.03 -0.02 -0.01
-1530.16 -555.19 288.27 978.75 -65.65 3275.75 -126.60 -394.26 -213.97 5501.16 89.03 -16738.69 70.52 -2836.53 70.52 2836.52 -223.44 823.89 211.38 -1201.70 52.82 -47.00 -402.71 1636.40 376.92 -1855.90 -49.14 571.97 -329.78 2870.90 7178.00 -32388.12 231.24 2860.93 872.97 3534.08 -3540.04 12175.03 -2113.41 5064.36 -1108.23 2194.32 -372.55 730.65 -1377.28 -303.74 -141.39 112.61 75.47 -215.38 -27.18 -65.23 231.24 -2860.92 49.18 13013.20 282.44 -1161.64 -58.04 -3099.87 263.14 -1489.84 549.43 -5058.29 1873.55 4866.21 -1392.98 -626.24 4059.74 -10972.79 1881.74 -1711.57 -1425.13 1733.64 2531.43 -5319.07 1677.44 -2020.26 -1729.71 1710.57 615.86 -1205.52 -904.31 241.90 -21.15 -1790.12 205.27 -731.60 -182.26 17.69 78.42 -45.13 -24.71 790.88 -83.91 -297.34 -79.74 -211.38 -161.84 -74.73 -46.08 -119.74 -22.91 -53.85
-549.43 5058.29 -263.14 1489.84 58.04 3099.87 -282.44 1161.63 -89.03 16738.69 72.67 -21382.20 -49.18 -13013.19 223.44 -823.89 -211.38 1201.70 -52.82 -49.52 402.71 -1684.68 -376.92 1808.30 49.14 -578.10 329.78 -2870.90 -424.74 4509.22 3540.04 -12175.03 -1020.08 -3315.01 -7178.00 32388.11 -1873.55 -4866.22 -1881.73 1711.57 -1677.43 2020.25 21.16 1790.13 1725.58 3168.18 -78.42 45.14 -342.23 235.06 -62.19 38.08 124.27 1002.07 72.67 21382.20 213.97 -5501.16 126.60 394.25 65.65 -3275.75 -288.27 -978.75 1392.98 626.24 -4059.73 10972.78 2113.42 -5064.36 1425.14 -1733.65 -2531.42 5319.06 1108.24 -2194.33 1729.72 -1710.58 -966.04 790.30 1377.29 303.74 -615.85 1205.53 904.32 -241.89 372.56 -730.64 -205.26 731.61 24.71 -790.86 -98.93 -203.03 -286.15 233.03 -245.55 121.69 -186.13 75.84 -103.59 71.06 -62.71 -24.68
17:07:07 03/17/10
-1018.80 2206.08 12.53 1230.78 -3.09 2589.78 -125.61 235.65 -74.83 5492.75 28.98 -6832.17 4.31 -3200.52 50.63 346.64 -52.44 244.28 31.57 -249.12 90.07 -342.39 -102.80 454.20 78.62 -449.13 58.82 -481.81 -87.44 855.30 6456.65 -26845.27 -745.43 -429.10 -3786.80 21574.89 -3261.20 4402.90 -2406.71 4081.88 -1678.11 2538.90 -247.33 1774.31 245.16 2016.20 -218.46 156.78 -481.12 35.51 -161.19 -48.97 167.98 -878.29 17.05 4812.21 146.68 -1968.66 25.01 -987.25 155.92 -2259.98 150.86 -3487.45 1967.79 3308.70 -3284.76 6232.86 3718.77 -9660.93 1992.09 -2075.43 -2383.47 4248.62 2192.57 -4526.14 2052.50 -2247.49 -1623.94 1506.54 1402.92 -634.74 -1070.00 1018.81 621.64 -1430.28 406.72 -1029.23 -272.76 527.41 102.50 -830.86 -122.88 584.24 -667.43 -115.98 -586.69 -161.76 -627.59 2.00 -269.95 -87.80 -154.43 -141.64
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00
-120.27 -15.91 342.24 286.16 245.56 186.14 103.60 62.20 62.73 45.72 2.86
60.23 -20.81 -235.08 -233.04 -121.71 -75.85 -71.07 -38.10 24.67 41.22 12.47
-45.70 -2.84 83.92 79.76 161.85 46.10 27.20 22.93 120.28 15.93 0.01
17:07:07 03/17/10
-41.23 -12.49 297.32 211.37 74.72 119.72 65.22 53.84 -60.24 20.80 -0.01
-299.34 -33.83 768.62 659.97 734.81 418.86 235.91 153.54 330.07 111.18 5.18
34.26 -60.06 112.27 -39.09 -84.75 79.13 -10.55 28.39 -64.16 111.86 22.47
Helman O. Mozo
Page
Job
208 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 4 "COMBO 1-4"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0001506 0.0004174 0.002164 -0.1131 -0.0984 -0.0621 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0001811 940.4 -63.22 0.0000 0.0000 0.0000 -3.522 933.3 -54.63 D4Z13P -0.0002073 1000 -139.1 0.0000 0.0000 0.0000 -0.0002073 993.3 -125.8 D5Z19P -0.0002871 0.01605 -0.001196 -0.1207 -0.0933 -1.4182 -6.341 -6.324 18.73 D6Z26P 0.0003432 877.2 -58.98 0.0000 0.0000 0.0000 -2.532 871.4 -32.69 D7Z31P -5.729e-005 1000 -130.9 0.0000 0.0000 0.0000 -5.729e-005 994.5 -99.6 D8Z26P 0.0003387 0.02369 -0.002102 -0.1551 -0.1195 -1.7931 -5.832 -5.809 26.28 D9Z13P 1.585e-005 0.0169 -0.001325 -0.0520 -0.0732 -1.0236 -6.703 -6.686 13.34 D10Z31P -2.938e-005 0.02368 -0.002284 -0.1112 -0.1340 -1.9248 -5.494 -5.471 31.32 D11Z36P -0.00018 0.0235 -0.002385 -0.1493 -0.1163 -1.8083 -5.158 -5.135 36.32 D12Z45P 0.001185 0.03146 -0.003481 -0.1483 -0.1080 -1.6188 -4.602 -4.572 44.57 D13Z45P 0.001185 923.2 -62.07 0.0000 0.0000 0.0000 -2.382 918.6 -17.5 D14Z50P 0.0003127 1000 -137 0.0000 0.0000 0.0000 0.0003127 995.8 -86.61 D15Z55P 1.491e-005 0.02821 -0.003691 -0.3009 -0.0872 -1.3633 -3.883 -3.855 55.28 D16Z68P 0.001214 0.01628 -0.00338 0.3747 -0.0041 -0.0191 3.033 -3.015 67.95 D17Z68P -6.775e-005 0.02181 -0.003742 0.1617 -0.0311 -1.1063 -3.031 -3.01 67.95 D18Z55P 0.0007815 0.02306 -0.003461 -0.2148 -0.0076 -0.0502 3.884 -3.86 55.28 D19Z75P 1.355e-005 0.006806 -0.002643 0.0010 -0.0084 -0.0487 2.534 -2.527 75.35 D20Z75P 0.001187 0.01341 -0.00317 0.0819 -0.0991 -0.9260 -2.533 -2.52 75.35 D21Z81P 1.124e-005 0.001566 -0.001644 0.0724 0.0089 -0.0490 2.132 -2.131 81.32 D22Z81P 0.0009525 0.005196 -0.00205 -0.0264 -0.0510 -0.7845 -2.131 -2.127 81.32 D23Z86P 0.0005659 0.002042 -0.0009849 -0.0059 -0.0284 -0.6826 -1.826 -1.825 85.87 D24Z86P 7.401e-005 -0.00141 -0.0005503 0.0124 -0.0294 -0.0535 1.827 -1.828 85.87 D25Z90P -0.001263 -0.001231 0.0005176 0.0127 0.0289 -0.0598 1.575 -1.578 89.6 D26Z90P 0.00152 0.00025 0.0002316 0.0091 -0.0887 -0.5939 -1.575 -1.576 89.6 D27Z93P -0.0001623 0.0005007 0.002017 -0.1251 0.0814 -0.5102 -1.325 -1.324 93.34 D28Z50P 0.0003572 0.02964 -0.003617 -0.0096 -0.1106 -1.4948 -4.214 -4.185 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006678 940.4 -63.22 0.0000 0.0000 0.0000 3.522 933.3 -54.63 D31Z19P -3.013e-005 0.01241 -0.001141 -0.0148 -0.0012 -0.0132 6.34 -6.328 18.73 D32Z26P -0.0005819 877.2 -58.98 0.0000 0.0000 0.0000 2.532 871.4 -32.69 D33Z26P -0.0005869 0.01779 -0.001854 -0.0242 -0.0013 -0.0188 5.832 -5.815 26.28 D34Z13P -0.0004721 0.0134 -0.001226 0.0163 0.0053 -0.0080 6.703 -6.69 13.34 D35Z31P -0.0001091 0.0178 -0.002018 0.0139 0.0062 -0.0200 5.494 -5.477 31.32 D36Z36P 0.0002207 0.01788 -0.002149 -0.0270 -0.0048 -0.0253 5.158 -5.14 36.32 D37Z45P -0.0007561 0.02587 -0.003232 -0.0387 -0.0007 -0.0318 4.602 -4.577 44.57 D38Z45P -0.000756 923.2 -62.07 0.0000 0.0000 0.0000 2.382 918.6 -17.5 D39Z50P 0.0002692 0.02424 -0.003375 0.0919 0.0106 -0.0275 4.215 -4.19 50.35 D40Z113P 7.629e-006 0.1488 0.009117 -0.5498 0.0099 -0.2155 -1.325 -1.176 113.3 D41Z113P -0.0001395 0.1494 0.009078 -0.5532 -0.0052 0.0007 1.325 -1.176 113.3 D42Z110P -0.0001473 0.1174 0.008414 -0.5298 -0.0099 -0.2646 -1.325 -1.208 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
209 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
-0.00033 -0.0002023 -0.0002955 -0.0001946 -0.0003322 -0.000115 -0.0003559 8.085e-005 -0.0003667 0.002232 -8.529e-006 0.0007057 -0.0004424 0.0002914 -0.0003251 0.0003279 -0.002425 -0.0003909 -0.001213 -8.192e-005 -0.0007706 -4.295e-005 -0.0006427 -0.0003438 -0.0003982 2.461e-005 1.964e-005 -0.000476 -0.0004455 -0.00014 -0.0002383 -5.488e-005 -0.00011 0.0001833 0.0001388 0.0002851 0.0002596 0.0005182 0.0004871 0.0005624 0.0007958 0.001122 0.001177 0.0007679 0.001255 0.000745 0.000921 0.000907 0.0009074 0.001015 0.001091 0.001004
0.118 0.08829 0.08889 0.06141 0.06198 0.03736 0.03783 0.01694 0.01725 0.006078 0.02811 0.04822 0.07544 0.1023 0.1334 0.1647 0.006151 0.02769 0.04874 0.07483 0.1029 0.1329 0.1651 0.1835 0.1924 0.1934 0.1829 0.2092 0.2098 0.2268 0.2272 0.2446 0.2449 0.2629 0.2629 0.2818 0.2816 0.3007 0.3003 0.3194 0.3198 0.3607 0.3596 0.3321 0.3465 0.3455 0.333 0.5348 0.5349 0.3682 0.3782 0.3864
0.008386 0.007544 0.007534 0.006489 0.006506 0.005227 0.005279 0.003736 0.003832 0.002933 0.004612 0.005915 0.007066 0.008026 0.008769 0.009431 0.003053 0.004541 0.005947 0.007064 0.008005 0.008804 0.009388 0.006051 0.004506 0.004338 0.006147 0.00483 0.00463 0.005073 0.004922 0.005322 0.005136 0.005501 0.005352 0.005683 0.005504 0.005812 0.005659 0.005769 0.005943 0.002099 0.002115 0.004608 0.003406 0.00337 0.004692 0.00312 0.003134 0.002275 0.002417 0.002558
-0.5287 -0.4696 -0.4693 -0.4681 -0.4698 -0.3409 -0.3423 -0.3995 -0.4051 -0.2938 -0.3461 -0.4202 -0.4619 -0.5041 -0.5431 -0.5533 -0.3055 -0.3437 -0.4222 -0.4615 -0.5029 -0.5423 -0.5282 -0.5272 -0.6093 -0.5935 -0.5511 -0.7122 -0.6986 -0.7122 -0.7066 -0.7262 -0.7184 -0.7508 -0.7436 -0.7632 -0.7544 -0.7669 -0.7617 -0.7651 -0.7734 -0.8718 -0.8573 -0.7439 -0.8095 -0.7857 -0.7848 -1.0282 -1.0350 -0.9145 -0.9279 -0.9582
17:07:07 03/17/10
0.0110 0.0085 -0.0075 -0.0198 0.0194 0.0278 -0.0295 -0.0689 0.0649 0.0029 -0.0082 -0.0040 -0.0019 0.0017 0.0035 -0.0059 -0.0049 0.0049 0.0030 0.0025 -0.0017 0.0040 -0.0156 0.0343 -0.0323 -0.0040 -0.0763 0.0136 -0.0095 0.0079 0.0107 0.0060 0.0068 0.0074 0.0077 0.0053 0.0069 0.0121 0.0069 0.0019 0.0080 -0.0123 -0.0101 0.0070 -0.0168 0.0222 -0.0086 -0.0011 -0.0012 -0.0072 0.0014 -0.0011
-0.0098 -0.3137 -0.0203 -0.3628 -0.0307 -0.4119 -0.0412 -0.4610 -0.0517 -0.4855 -0.0464 -0.3873 -0.0255 -0.2891 -0.0046 -0.1909 -0.0569 -0.4364 -0.0360 -0.3382 -0.0150 -0.2400 0.0059 0.0066 -0.1801 0.0062 -0.1809 -0.1777 0.0076 -0.1753 0.0089 -0.1729 0.0103 -0.1705 0.0116 -0.1682 0.0130 -0.1658 0.0144 0.0157 -0.1634 -0.1602 -0.0014 0.0149 -0.1633 0.0058 -0.1637 -0.1601 -0.0014 -0.0014 -0.1602 -0.0014
1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.323 1.325 -1.324 1.325 -1.325 1.325 -1.325 1.323 -1.325 1.324 -1.325 1.324 -1.325 1.324 0.9013 -0.6904 0.69 -0.9016 -0.6905 0.6896 -0.6901 0.6898 -0.6901 0.6899 -0.6898 0.6901 -0.6897 0.6903 -0.6895 0.6905 0.6906 -0.6892 -0.3489 0.3512 0.5774 -0.4621 0.4641 -0.5757 -0.3491 0.3509 0.351 -0.3489 0.351
-1.207 -1.237 -1.236 -1.264 -1.263 -1.288 -1.287 -1.308 -1.308 -1.319 -1.297 -1.277 -1.25 -1.223 -1.192 -1.16 -1.319 -1.297 -1.276 -1.25 -1.222 -1.192 -1.16 -0.7181 -0.4976 -0.4966 -0.7188 -0.4808 -0.4802 -0.4632 -0.4628 -0.4454 -0.4451 -0.4271 -0.4271 -0.4082 -0.4084 -0.3893 -0.3897 -0.3706 -0.3702 0.0107 0.009602 -0.2445 -0.1168 -0.1178 -0.2437 0.1848 0.1849 0.0182 0.02824 0.03641
109.9 106.6 106.6 103.3 103.3 99.99 99.99 96.66 96.66 95 98.32 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 117 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.7 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
210 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P 0.001069 0.3966 0.002664 D96Z134P 0.001002 0.4053 0.002769 D97Z134P 0.001044 0.4158 0.00284 D98Z135P 0.000994 0.4248 0.002919 D99Z135P 0.00102 0.4352 0.002966 D100Z136P 0.0009827 0.4445 0.003024 D101Z136P 0.0009971 0.4549 0.003052 D102Z137P 0.0009708 0.4645 0.003092 D103Z138P 0.000974 0.4749 0.003101 D104Z138P 0.0009583 0.4847 0.003124 D105Z139P 0.0009512 0.495 0.003117 D106Z139P 0.00094 0.5049 0.003133 D107Z140P 0.0009289 0.5149 0.00312 D108Z140P 0.0009185 0.5249 0.003134 D109Z92P -0.0007865 -0.0007102 0.001368 D111Z88P 0.001772 0.001556 -0.0004116 D113Z84P 0.0008033 0.004339 -0.001538 D115Z79P 0.0007566 0.007857 -0.00247 D117Z72P 0.003476 0.0208 -0.003866 D119Z62P 0.0003611 0.06186 -0.006262 D121Z9P -0.0006778 0.01216 -0.00106 D122Z9P 0.0001942 0.01517 -0.001161 D123Z132P 0.001053 0.3772 0.002435 D124Z133P 0.001043 0.3958 0.002682 D125Z134P 0.001026 0.415 0.002857 D126Z135P 0.001008 0.4346 0.002982 D127Z136P 0.0009893 0.4545 0.003067 D128Z138P 0.0009705 0.4746 0.003117 D129Z139P 0.0009506 0.4948 0.003132 D130Z140P 0.0009292 0.5149 0.003134 D131Z92P 0.0005858 -0.001337 0.001551 D132Z88P -0.001169 -0.001239 -1.83e-005 D133Z84P 0.0003779 -0.0004888 -0.001003 D134Z79P -0.0003804 0.005261 -0.002216 D135Z72P 0.0002224 0.006345 -0.002683 D136Z62P -2.155e-005 0.0591 -0.006176 D137Z93P 0 0 0 D138Z93P 6.529e-005 0.0005925 -0.006865 D139Z9P 940.3 0.01212 63.22 D140Z13P -188.3 0.0115 -12.66 D141Z26P 877.2 0.01775 58.97 D142Z31P -192.8 0.01764 -12.97 D143Z45P 923.2 0.02584 62.06 D144Z50P -190.8 0.02416 -12.83 D145Z68P -0.001869 0.01659 -0.001469 D146Z55P -0.001421 0.02296 -0.001098 D147Z75P -0.000676 0.006777 -0.002311 D148Z81P -0.0006721 0.001324 -0.003308 D149Z86P -0.0001419 -0.0008474 -0.00429 D150Z90P 0.0006663 -0.001697 -0.005404 D151Z9P -940.3 0.01186 -63.22 D152Z9P -0.0005499 0.01206 -2.716e-005
-0.9705 -0.9960 -0.9966 -1.0104 -1.0134 -1.0288 -1.0273 -1.0398 -1.0351 -1.0460 -1.0338 -1.0361 -1.0291 -1.0361 -0.0351 -0.0188 -0.0004 0.0161 -0.0473 0.0667 -0.0624 -0.1237 -0.9426 -0.9783 -1.0046 -1.0195 -1.0351 -1.0444 -1.0414 -1.0354 -0.0094 -0.0024 0.0399 0.0673 0.0092 0.1260 0.0000 -0.2673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3739 -0.2142 0.0090 0.0356 0.0133 0.0661 0.0000 -0.0646
17:07:07 03/17/10
-0.0019 -0.0014 -0.0011 -0.0013 -0.0012 -0.0013 -0.0012 -0.0013 -0.0012 -0.0012 -0.0012 -0.0012 -0.0011 -0.0011 -0.0863 -0.0185 -0.0627 -0.0516 -0.0642 -0.0971 -0.0027 -0.0438 0.0011 0.0005 -0.0000 -0.0003 -0.0003 -0.0004 -0.0008 -0.0011 0.0397 -0.0319 0.0009 -0.0027 -0.0135 0.0059 0.0000 0.2448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0016 0.0054 0.0049 0.0018 0.0314 -0.0717 0.0000 0.0020
-0.1602 -0.0014 -0.1602 -0.0014 -0.1602 -0.0014 -0.1601 -0.0014 -0.1601 -0.0014 -0.1601 -0.0014 -0.1601 -0.0014 -0.5443 -0.6364 -0.7290 -0.8501 -0.9972 -1.2234 -0.0096 -0.6533 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0014 -0.0633 -0.0556 -0.0523 -0.0468 -0.0456 -0.0328 0.0000 -0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0145 -0.0226 -0.0107 -0.0101 -0.0103 -0.0143 0.0000 -0.0055
-0.3489 0.04664 133.1 0.351 0.05533 133.7 -0.349 0.06576 134.2 0.351 0.07477 134.8 -0.349 0.08515 135.3 0.351 0.0945 135.9 -0.349 0.1049 136.4 0.351 0.1145 137 -0.349 0.1249 137.5 0.351 0.1347 138.1 -0.349 0.145 138.7 0.3509 0.1549 139.2 -0.3491 0.1649 139.8 0.3509 0.1749 140.3 -1.441 -1.441 91.63 -1.691 -1.691 87.87 -1.967 -1.963 83.77 -2.315 -2.308 78.59 -2.757 -2.74 71.98 -3.404 -3.343 62.39 7.022 -7.01 8.589 -7.022 -7.007 8.589 0.3511 0.02721 132 0.351 0.04577 133.1 0.351 0.06502 134.2 0.351 0.08458 135.3 0.351 0.1045 136.4 0.351 0.1246 137.5 0.351 0.1448 138.7 0.3509 0.1649 139.8 1.44 -1.441 91.63 1.691 -1.694 87.87 1.968 -1.968 83.77 2.315 -2.311 78.59 2.761 -2.754 71.98 3.405 -3.346 62.39 1.325 1.457e-011 93.33 1.325 1.326 93.33 947.4 -3.51 71.81 -181.6 0.0115 0.6772 883.1 -2.515 85.26 -187.3 0.01764 18.35 927.8 -2.357 106.6 -186.6 0.02416 37.52 3.029 3.048 67.95 3.882 3.906 55.28 2.533 2.541 75.35 2.132 2.134 81.32 1.826 1.826 85.87 1.577 1.575 89.59 -933.3 3.534 -54.63 7.022 7.035 8.59
Helman O. Mozo
Page
Job
211 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.0003694 -877.2 -0.0006555 1.95e-005 -0.0006608 -0.0006599 -0.0007801 -923.2 -0.001141 0.0008066 0.0008134 0.0006785 0.0006426 0.0004759 0.0006377 -0.001492 0.0004197 0.0008098 0.006002 0.002376 0.001475 0.001358 0.001054 0.0006266 0.0004309 0.0005393 0.0004017 0.0004482 0.0003403 0.0003865 0.0004947 8.834e-005 0.0003672 0.0004896 0.001221 9.701e-005 0.0002759 0.0003896 0.0005191 0.0006454 0.0007728 0.0009003 0.001028 0.001157 0.0002005 0.0003293 0.0004551 0.0005821 0.0007091 0.0008365 0.0009642
0 0.01299 0.01706 0.0171 0.01373 0.01773 0.01824 0.02531 0.02528 0.02421 0.1494 0.118 0.08889 0.06201 0.03779 0.01735 0.02586 0.07473 0.1333 0.01027 0.05021 0.1034 0.1653 0.1836 0.1932 0.2099 0.2273 0.2449 0.263 0.2816 0.3003 0.3192 0.3595 0.3322 0.3456 0.5349 0.3683 0.3864 0.4053 0.4248 0.4445 0.4645 0.4847 0.5049 0.5249 0.3772 0.3958 0.415 0.4346 0.4545 0.4746 0.4949
0 -0.0009002 -58.98 -0.001065 -0.0003051 -0.001258 -0.00145 -0.0009478 -62.07 -0.001007 -0.01477 -0.01395 -0.01295 -0.01174 -0.01034 -0.008659 -0.009606 -0.01241 -0.0144 -0.00771 -0.01107 -0.01349 -0.01514 -0.01191 -0.01029 -0.01065 -0.01093 -0.01122 -0.01142 -0.01163 -0.01178 -0.01193 -0.008339 -0.01077 -0.009562 -0.009516 -0.008532 -0.008845 -0.009085 -0.009252 -0.009375 -0.009457 -0.009503 -0.009513 -0.009516 -0.008688 -0.008965 -0.00917 -0.009314 -0.009416 -0.00948 -0.009509
0.0000 -0.0097 0.0000 -0.0233 0.0096 0.0033 -0.0259 -0.0400 0.0000 0.0868 -0.5569 -0.5117 -0.4999 -0.4147 -0.4362 -0.2375 -0.3605 -0.4673 -0.5454 -0.3065 -0.4142 -0.5002 -0.5401 -0.5339 -0.5963 -0.7064 -0.7028 -0.7178 -0.7423 -0.7552 -0.7591 -0.7630 -0.8687 -0.7644 -0.7866 -1.0359 -0.9195 -0.9596 -0.9981 -1.0082 -1.0286 -1.0401 -1.0483 -1.0338 -1.0357 -0.9350 -0.9782 -1.0041 -1.0212 -1.0351 -1.0428 -1.0413
17:07:07 03/17/10
0.0000 -0.0032 0.0000 -0.0042 0.0079 0.0013 -0.0001 -0.0012 0.0000 -0.0056 0.0113 -0.0178 0.0249 -0.0501 0.0956 -0.1971 0.0203 0.0070 0.0014 0.0024 -0.0067 0.0017 0.0099 -0.0526 -0.0249 0.0037 -0.0012 -0.0023 -0.0006 -0.0029 0.0049 0.0016 -0.0094 -0.0130 -0.0259 0.0066 0.0083 0.0061 0.0066 0.0065 0.0066 0.0066 0.0066 0.0066 0.0066 0.0102 0.0057 0.0067 0.0065 0.0066 0.0066 0.0066
0.0000 -0.0038 0.0000 -0.0059 -0.0009 -0.0045 -0.0074 -0.0097 0.0000 -0.0024 0.0632 0.0500 0.0368 0.0236 0.0104 -0.0028 0.0038 0.0302 0.0566 -0.0094 0.0170 0.0434 0.0698 0.0856 0.0921 0.0914 0.0907 0.0900 0.0893 0.0886 0.0878 0.0871 0.0954 0.0925 0.0957 0.0953 0.0954 0.0954 0.0954 0.0954 0.0953 0.0953 0.0953 0.0953 0.0953 0.0954 0.0954 0.0954 0.0954 0.0953 0.0953 0.0953
7.6 6.341 -871.4 5.832 6.703 5.494 5.158 4.602 -918.6 4.213 1.326 1.326 1.326 1.326 1.325 1.326 1.324 1.325 1.326 1.331 1.327 1.326 1.326 0.9027 0.6906 0.6904 0.6905 0.6904 0.6904 0.6903 0.6904 0.6905 0.3501 0.577 0.4638 0.3512 0.3501 0.3503 0.3504 0.3505 0.3506 0.3508 0.3509 0.351 0.3512 0.3502 0.3503 0.3505 0.3506 0.3507 0.3508 0.351
7.6 0 6.353 18.73 2.55 -32.69 5.85 26.28 6.717 13.34 5.512 31.32 5.176 36.32 4.628 44.57 2.408 -17.49 4.239 50.35 1.474 113.2 1.443 109.9 1.414 106.6 1.387 103.3 1.363 99.97 1.342 96.65 1.351 98.31 1.4 104.9 1.458 111.6 1.335 94.99 1.375 101.6 1.428 108.3 1.49 114.9 1.085 116.9 0.8832 118 0.8999 119.4 0.9173 120.8 0.9349 122.2 0.953 123.6 0.9716 125.1 0.9903 126.5 1.009 127.9 0.7095 130.9 0.9089 128.9 0.8089 129.9 0.8849 140.9 0.7183 131.4 0.7364 132.5 0.7553 133.7 0.7748 134.8 0.7945 135.9 0.8145 137 0.8347 138.1 0.8549 139.2 0.8749 140.3 0.7272 132 0.7458 133.1 0.765 134.2 0.7846 135.3 0.8045 136.4 0.8246 137.5 0.8449 138.6
Helman O. Mozo
Page
Job
212 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.001092 0.5149 -0.009515 -1.0368 0.0066 0.0953 0.3511 D206Z92P -0.002347 -0.003202 -0.006564 -0.0134 -0.0423 -0.0180 1.437 D207Z88P 0.00127 -0.0004862 -0.004769 0.0074 0.0232 -0.0116 1.694 D208Z84P -0.0004994 0.0006032 -0.003817 0.0339 0.0018 -0.0106 1.967 D209Z79P -0.0005704 0.004416 -0.002807 0.0711 -0.0018 -0.0075 2.315 D210Z72P -0.00112 0.006422 -0.002248 0.0074 0.0130 -0.0098 2.759 D211Z62P -0.0007005 0.05906 0.001413 0.1198 -0.0069 -0.0021 3.404 D212Z93P 0 0 0 0.0000 0.0000 0.0000 1.9e-015 D213Z93P -5.649e-005 0.0006654 -0.006641 -0.2589 -0.2305 -0.2848 -1.325 D214Z9P -0.0005559 940.4 63.22 0.0000 0.0000 0.0000 3.522 D215Z13P -7.341e-005 1000 113.8 0.0000 0.0000 0.0000 -7.341e-005 D216Z26P -0.0006573 877.2 58.98 0.0000 0.0000 0.0000 2.532 D217Z31P -0.0006428 1000 105 0.0000 0.0000 0.0000 -0.0006428 D218Z45P -0.000777 923.2 62.07 0.0000 0.0000 0.0000 2.382 D219Z50P -0.00115 1000 111.3 0.0000 0.0000 0.0000 -0.00115 D220Z68P -0.0008391 0.02234 -0.001076 0.3112 0.0385 -0.6816 -3.032 D221Z55P -0.001048 0.02831 -0.0008695 -0.2555 0.0557 -0.8304 -3.884 D222Z75P -0.001797 0.01141 -0.001828 -0.0253 0.0381 -0.5492 -2.536 D223Z81P -0.00125 0.006167 -0.00271 0.0206 0.0370 -0.4638 -2.134 D224Z86P -0.001116 0.001676 -0.003821 0.0067 0.0043 -0.3976 -1.828 D225Z90P -0.001284 9.756e-005 -0.004989 0.0582 0.1094 -0.3388 -1.578 D226Z9P 0.0005626 940.4 63.22 0.0000 0.0000 0.0000 -3.522 D227Z9P 0.0005409 0.01469 -4.146e-005 -0.1191 0.0343 -0.5700 -7.022 D228Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 D229Z19P -0.0008359 0.01661 -0.001026 -0.0834 0.0648 -0.9655 -6.341 D230Z26P -0.0003311 877.2 58.98 0.0000 0.0000 0.0000 -2.533 D231Z26P -0.0003299 0.02262 -0.001029 -0.1104 0.0773 -1.1433 -5.833 D232Z13P -0.0002417 0.01706 -0.0003537 -0.0445 0.0414 -0.7674 -6.703 D233Z31P -0.0006341 0.02349 -0.001175 -0.0752 0.0759 -1.1968 -5.495 D234Z36P -0.0008861 0.02382 -0.001342 -0.1006 0.0728 -1.1211 -5.159 D235Z45P -0.001295 0.03082 -0.0007773 -0.1058 0.0664 -0.9987 -4.604 D236Z45P -0.001298 923.2 62.07 0.0000 0.0000 0.0000 -2.384 D237Z50P -0.00116 0.0296 -0.0008065 0.0210 0.0642 -0.9216 -4.216 D238Z113P 0.0006503 0.1488 -0.01473 -0.5602 -0.0102 -0.1003 -1.324 D239Z110P 0.0005732 0.1174 -0.0139 -0.5132 0.0195 -0.1311 -1.324 D240Z107P 0.0005842 0.08829 -0.01288 -0.4996 -0.0224 -0.1618 -1.324 D241Z103P 0.0004426 0.06143 -0.01165 -0.4144 0.0538 -0.1925 -1.325 D242Z100P 0.000358 0.03732 -0.01021 -0.4323 -0.0905 -0.2233 -1.325 D243Z97P -0.0001732 0.01704 -0.008486 -0.2354 0.2043 -0.2540 -1.325 D244Z98P 0.002159 0.0255 -0.009456 -0.3579 -0.0138 -0.2386 -1.323 D245Z105P 0.000763 0.07415 -0.01233 -0.4667 -0.0039 -0.1772 -1.324 D246Z112P 0.0006188 0.1327 -0.01436 -0.5437 -0.0003 -0.1157 -1.324 D247Z95P -0.00574 0.01009 -0.007514 -0.2992 0.0040 -0.2694 -1.331 D248Z102P -0.001407 0.04965 -0.01096 -0.4123 0.0110 -0.2079 -1.326 D249Z108P -0.0001458 0.1028 -0.01343 -0.5015 0.0004 -0.1464 -1.325 D250Z115P 0.0001509 0.1648 -0.01511 -0.5375 -0.0072 -0.0849 -1.325 D251Z117P 0.0006524 0.1828 -0.01197 -0.5271 0.0585 -0.0678 -0.901 D252Z118P 0.001096 0.1925 -0.01034 -0.5994 -0.0003 -0.0621 -0.6889 D253Z119P 0.0004265 0.2091 -0.01067 -0.7084 -0.0206 -0.0626 -0.6896 D254Z121P 0.0004251 0.2268 -0.01099 -0.7152 0.0027 -0.0631 -0.6896 D255Z122P 0.0003388 0.2446 -0.01124 -0.7267 -0.0015 -0.0635 -0.6897 D256Z124P 0.0003956 0.2629 -0.01148 -0.7520 -0.0003 -0.0640 -0.6896
17:07:07 03/17/10
0.8649 1.437 1.692 1.968 2.32 2.767 3.464 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.054 3.911 2.545 2.139 1.828 1.577 947.4 7.037 7.6 6.357 883.1 5.855 6.72 5.518 5.182 4.634 927.8 4.244 1.474 1.442 1.413 1.386 1.362 1.342 1.351 1.399 1.458 1.335 1.375 1.428 1.49 1.084 0.8825 0.8991 0.9168 0.9346 0.9529
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 127.1 85.26 136.3 106.6 161.7 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P 0.0003093 D258Z126P 0.000349 D259Z128P 0.0002217 D260Z131P 0.0001514 D261Z129P 0.0001999 D262Z130P -8.477e-005 D263Z141P 0.001221 D264Z131P 4.018e-005 D265Z133P 0.0001783 D266Z134P 0.0003285 D267Z135P 0.0004736 D268Z136P 0.0006133 D269Z137P 0.0007524 D270Z138P 0.000891 D271Z139P 0.001026 D272Z140P 0.001156 D273Z132P 0.0001579 D274Z133P 0.0002994 D275Z134P 0.0004334 D276Z135P 0.0005665 D277Z136P 0.0006985 D278Z138P 0.0008304 D279Z139P 0.0009617 D280Z140P 0.001092 D281Z92P 0.002238 D282Z88P -0.002231 D283Z84P -0.001078 D284Z79P -0.001626 D285Z72P -0.001663 D286Z62P -0.001009 D287Z93P 0 D288Z9P 940.3 D289Z13P 188.3 D290Z26P 877.2 D291Z31P 192.8 D292Z45P 923.2 D293Z50P 190.8 D294Z9P -940.3 D295Z26P -877.2 D296Z45P -923.2 D297Z131P 0.001073 D298Z133P 0.001088 D299Z134P 0.001054 D300Z135P 0.001033 D301Z136P 0.001009 D302Z137P 0.0009856 D303Z138P 0.0009626 D304Z139P 0.00094 D305Z140P 0.0009179
0.2818 0.3007 0.32 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4352 0.4549 0.4749 0.495 0.5149 -0.002245 0.001614 0.004221 0.009364 0.01185 0.06191 0 0.01456 0.01455 0.02256 0.0233 0.03078 0.02955 0.01514 0.02356 0.03142 0.3694 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248
-0.01165 -0.01183 -0.01195 -0.008258 -0.01078 -0.009523 -0.009435 -0.008435 -0.008749 -0.008989 -0.009163 -0.009286 -0.009369 -0.009415 -0.009431 -0.009434 -0.008611 -0.008888 -0.009091 -0.009235 -0.009337 -0.009401 -0.009429 -0.009434 -0.006258 -0.004328 -0.003285 -0.002247 -0.001773 0.001491 0 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 63.22 58.97 62.06 0.002277 0.002559 0.00277 0.002914 0.003018 0.003085 0.003117 0.00312 0.00312
-0.7623 -0.7703 -0.7756 -0.8614 -0.7616 -0.8038 -1.0272 -0.9053 -0.9509 -0.9881 -1.0026 -1.0210 -1.0320 -1.0382 -1.0283 -1.0283 -0.9320 -0.9712 -0.9967 -1.0118 -1.0273 -1.0366 -1.0336 -1.0277 -0.0063 -0.0105 0.0387 0.0292 -0.0165 0.0590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.9093 -0.9517 -0.9903 -1.0003 -1.0208 -1.0323 -1.0405 -1.0260 -1.0278
Joint Support Reactions for Load Case "COMBO 1-4":
17:07:07 03/17/10
-0.0011 -0.0009 -0.0061 -0.0073 -0.0011 0.0121 0.0067 0.0001 0.0068 0.0064 0.0065 0.0065 0.0065 0.0065 0.0066 0.0066 0.0088 0.0083 0.0080 0.0075 0.0075 0.0074 0.0072 0.0067 0.0755 0.0116 0.0364 0.0411 0.0319 0.0539 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 -0.0016 -0.0012 -0.0012 -0.0012 -0.0012 -0.0012 -0.0012 -0.0011
-0.0645 -0.0650 -0.0654 -0.0443 -0.0626 -0.0525 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.0443 -0.3065 -0.3663 -0.4287 -0.5046 -0.6002 -0.7461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1602 -0.1602 -0.1602 -0.1602 -0.1602 -0.1601 -0.1601 -0.1601 -0.1601
-0.6897 0.9718 125.1 -0.6897 0.9907 126.5 -0.6898 1.01 127.9 -0.3498 0.7108 130.9 -0.5765 0.9096 128.9 -0.4634 0.8099 129.9 -0.3488 0.8848 140.9 -0.35 0.7193 131.4 -0.3498 0.7373 132.5 -0.3497 0.7561 133.7 -0.3495 0.7754 134.8 -0.3494 0.795 135.9 -0.3492 0.8149 137 -0.3491 0.8349 138.1 -0.349 0.8549 139.2 -0.3488 0.8748 140.3 -0.3498 0.7282 132 -0.3497 0.7466 133.1 -0.3496 0.7657 134.2 -0.3494 0.7852 135.3 -0.3493 0.8049 136.4 -0.3492 0.8249 137.5 -0.349 0.845 138.6 -0.3489 0.8649 139.8 -1.438 1.438 91.62 -1.695 1.694 87.87 -1.969 1.972 83.77 -2.317 2.325 78.59 -2.762 2.772 71.98 -3.406 3.467 62.4 -1.325 1.457e-011 93.33 933.3 3.537 -54.63 181.6 0.01455 0.6771 871.4 2.555 -32.69 187.3 0.0233 18.35 918.6 2.414 -17.49 186.6 0.02955 37.52 -947.4 -3.507 71.81 -883.1 -2.509 85.26 -927.8 -2.352 106.6 -0.3489 0.01936 131.4 -0.3489 0.03733 132.6 -0.3489 0.05612 133.7 -0.349 0.0754 134.8 -0.349 0.09499 135.9 -0.349 0.1149 137 -0.349 0.1349 138.1 -0.3491 0.1549 139.2 -0.3491 0.1748 140.3
Helman O. Mozo
Page
Job
214 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P 1.93 0.0 -0.58 0.0 -75.38 0.0 0.0 75.40 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -2.07 0.0 -35.45 0.0 -49.59 0.0 0.0 60.99 0.0 3.63 0.0 1.3 0.0 3.57 0.0 0.0 D29Z0P 1.40 0.0 -27.13 0.0 -26.53 0.0 0.0 37.97 0.0 2.68 0.0 -0.7 0.0 0.26 0.0 0.0 D137Z93P -0.00 0.0 -150.67 0.0 47.15 0.0 0.0 157.88 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -16.70 0.0 -44.23 0.0 188.95 0.0 0.0 194.77 0.0 2.72 0.0 1.0 0.0 0.26 0.0 0.0 D212Z93P -1.11 0.0 -0.58 0.0 197.82 0.0 0.0 197.83 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 20.18 0.0 -54.27 0.0 232.43 0.0 0.0 239.54 0.0 3.52 0.0 -1.5 0.0 3.07 0.0 0.0 D287Z93P -0.00 0.0 -167.34 0.0 47.58 0.0 0.0 173.98 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.5807 -0.8658 -1.9273 -0.0000 76.2424 0.0000 0.0000 0.0000 D1Z93P 0.0000 1.2532 -1.8622 0.0000 -1.2532 1.8622 0.0002 0.0004 0.0022 D2Z0P 0.0000 1.8892 -2.8141 2.0681 33.5604 52.4054 0.0000 0.0000 0.0000 D3Z9P 0.0000 1.8892 -2.8141 0.0000 -0.9488 2.7508 0.0002 940.3610 -63.2216 D4Z13P 0.0000 1.8892 -2.8141 -0.0000 0.1798 2.6750 -0.0002 1000.0000 -139.1040 D5Z19P -0.5646 6.8774 -8.6372 0.5646 -6.8774 8.6372 -0.0003 0.0161 -0.0012 D6Z26P 0.0000 1.7624 -2.8810 0.0000 -0.8852 2.8221 0.0003 877.2483 -58.9789 D7Z31P 0.0000 1.7624 -2.8810 -0.0000 0.1849 2.7501 -0.0001 1000.0000 -130.9191 D8Z26P -0.5727 5.0342 -5.8231 0.5727 -5.0342 5.8231 0.0003 0.0237 -0.0021 D9Z13P -0.1455 2.7205 -4.3117 0.1455 -2.7205 4.3117 0.0000 0.0169 -0.0013 D10Z31P -0.9159 6.9952 -7.6810 0.9159 -6.9951 7.6810 -0.0000 0.0237 -0.0023 D11Z36P 0.0000 5.0732 -6.1519 -0.0000 -5.0731 6.1519 -0.0002 0.0235 -0.0024 D12Z45P 0.0000 1.8548 -2.8509 0.0000 -1.8547 2.8509 0.0012 0.0315 -0.0035 D13Z45P 0.0000 1.8548 -2.8509 0.0000 -0.9315 2.7888 0.0012 923.2268 -62.0709 D14Z50P 0.0000 1.8548 -2.8509 0.0000 0.1825 2.7139 0.0003 1000.0000 -136.9659 D15Z55P 0.0000 4.4539 -6.8412 0.0000 -4.4539 6.8412 0.0000 0.0282 -0.0037 D16Z68P 0.0000 9.9102 -6.3306 0.0000 -9.9102 6.3306 0.0012 0.0163 -0.0034 D17Z68P 0.0000 9.9102 -6.3306 -0.0000 -9.9102 6.3306 -0.0001 0.0218 -0.0037 D18Z55P 0.0000 10.1865 -7.2972 0.0000 -10.1865 7.2972 0.0008 0.0231 -0.0035 D19Z75P 0.0000 2.4632 -3.4757 0.0000 -2.4632 3.4756 0.0000 0.0068 -0.0026 D20Z75P 0.0000 8.5800 -3.9317 0.0000 -8.5799 3.9316 0.0012 0.0134 -0.0032 D21Z81P 0.0000 2.0041 -2.8153 0.0000 -2.0041 2.8153 0.0000 0.0016 -0.0016 D22Z81P 0.0000 2.0041 -2.8153 0.0000 -2.0041 2.8153 0.0010 0.0052 -0.0020 D23Z86P 0.0000 1.5665 -2.2294 0.0000 -1.5665 2.2294 0.0006 0.0020 -0.0010 D24Z86P 0.0000 1.5665 -2.2294 0.0000 -1.5665 2.2294 0.0001 -0.0014 -0.0006 D25Z90P 0.0000 1.3723 -2.0018 -0.0000 -1.3723 2.0018 -0.0013 -0.0012 0.0005 D26Z90P 0.0000 1.3723 -2.0018 0.0000 -1.3723 2.0018 0.0015 0.0002 0.0002 D27Z93P 0.0000 1.2532 -1.8622 -0.0000 -1.2532 1.8622 -0.0002 0.0005 0.0020 D28Z50P 0.0000 1.8548 -2.8509 0.0000 -1.8547 2.8509 0.0004 0.0296 -0.0036 D29Z0P 0.0000 1.8892 -2.8141 -1.3952 25.2381 29.3401 0.0000 0.0000 0.0000 D30Z9P 0.0000 1.8892 -2.8141 -0.0000 -0.9488 2.7508 -0.0007 940.3597 -63.2216 D31Z19P 0.0000 3.6516 -5.6951 -0.0000 -3.6516 5.6951 -0.0000 0.0124 -0.0011
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
215 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
216 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
217 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
218 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.3258 8.4784 0.5807 1.2532 1.8892 1.8892 1.7624 1.7624 1.8548 1.8548 9.9102 4.4539 2.4632 2.0041 1.5665 1.3723 1.8892 5.5013 1.8892 4.6487 1.7624 2.7738 2.7205 5.1078 3.6172 1.8548 1.8548 1.8548 0.6493 0.6452 0.6683 0.6639 0.6325 0.5807 1.2132 3.1414
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17:07:07 03/17/10
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0.0008 0.4645 0.0009 0.4847 0.0010 0.5049 0.0012 0.5249 0.0002 0.3772 0.0003 0.3958 0.0005 0.4150 0.0006 0.4346 0.0007 0.4545 0.0008 0.4746 0.0010 0.4949 0.0011 0.5149 -0.0023 -0.0032 0.0013 -0.0005 -0.0005 0.0006 -0.0006 0.0044 -0.0011 0.0064 -0.0007 0.0591 0.0000 0.0000 -0.0001 0.0007 -0.0006 940.3589 -0.0001 1000.0000 -0.0007 877.2445 -0.0006 1000.0000 -0.0008 923.2227 -0.0012 1000.0000 -0.0008 0.0223 -0.0010 0.0283 -0.0018 0.0114 -0.0013 0.0062 -0.0011 0.0017 -0.0013 0.0001 0.0006 940.3603 0.0005 0.0147 0.0000 0.0000 -0.0008 0.0166 -0.0003 877.2478 -0.0003 0.0226 -0.0002 0.0171 -0.0006 0.0235 -0.0009 0.0238 -0.0013 0.0308 -0.0013 923.2265 -0.0012 0.0296 0.0007 0.1488 0.0006 0.1174 0.0006 0.0883 0.0004 0.0614 0.0004 0.0373 -0.0002 0.0170 0.0022 0.0255 0.0008 0.0741
-0.0095 -0.0095 -0.0095 -0.0095 -0.0087 -0.0090 -0.0092 -0.0093 -0.0094 -0.0095 -0.0095 -0.0095 -0.0066 -0.0048 -0.0038 -0.0028 -0.0022 0.0014 0.0000 -0.0066 63.2205 113.7786 58.9755 104.9885 62.0663 111.3058 -0.0011 -0.0009 -0.0018 -0.0027 -0.0038 -0.0050 63.2205 -0.0000 0.0000 -0.0010 58.9756 -0.0010 -0.0004 -0.0012 -0.0013 -0.0008 62.0665 -0.0008 -0.0147 -0.0139 -0.0129 -0.0116 -0.0102 -0.0085 -0.0095 -0.0123
Helman O. Mozo
Page
Job
219 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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1.2945 0.5807 1.2963 1.3135 1.2390 0.5897 0.8747 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.3258 8.4784 0.5807 1.8892 1.8892 1.7624 1.7624 1.8548 1.8548 1.8892 1.7624 1.8548 0.0908
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17:07:07 03/17/10
1.8574 0.0006 0.8658 -0.0057 1.9203 -0.0014 1.9203 -0.0001 1.8570 0.0002 0.9282 0.0007 1.5270 0.0011 1.1750 0.0004 2.5205 0.0004 1.1525 0.0003 1.1393 0.0004 2.4941 0.0003 1.1261 0.0003 0.8441 0.0002 0.3968 0.0002 0.2811 0.0002 0.2811 -0.0001 0.1238 0.0012 0.1157 0.0000 0.1157 0.0002 0.1157 0.0003 0.1157 0.0005 0.1157 0.0006 0.1157 0.0008 0.1157 0.0009 0.1157 0.0010 0.1238 0.0012 0.2314 0.0002 0.2314 0.0003 1.4698 0.0004 0.2314 0.0006 0.2314 0.0007 0.2314 0.0008 1.4698 0.0010 0.2395 0.0011 0.9964 0.0022 1.4615 -0.0022 1.6800 -0.0011 1.5914 -0.0016 1.8843 -0.0017 4.4463 -0.0010 -46.7102 0.0000 2.7508 940.3462 2.8014 188.3409 2.8221 877.2248 2.8681 192.8239 2.7888 923.1944 2.8380 190.8036 2.8773 -940.3455 2.9400 -877.2243 2.9129 -923.1941 0.1157 0.0011
0.1327 0.0101 0.0497 0.1028 0.1648 0.1828 0.1925 0.2091 0.2268 0.2446 0.2629 0.2818 0.3007 0.3200 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4352 0.4549 0.4749 0.4950 0.5149 -0.0022 0.0016 0.0042 0.0094 0.0119 0.0619 0.0000 0.0146 0.0145 0.0226 0.0233 0.0308 0.0295 0.0151 0.0236 0.0314 0.3694
-0.0144 -0.0075 -0.0110 -0.0134 -0.0151 -0.0120 -0.0103 -0.0107 -0.0110 -0.0112 -0.0115 -0.0117 -0.0118 -0.0120 -0.0083 -0.0108 -0.0095 -0.0094 -0.0084 -0.0087 -0.0090 -0.0092 -0.0093 -0.0094 -0.0094 -0.0094 -0.0094 -0.0086 -0.0089 -0.0091 -0.0092 -0.0093 -0.0094 -0.0094 -0.0094 -0.0063 -0.0043 -0.0033 -0.0022 -0.0018 0.0015 0.0000 -63.2176 -12.6629 -58.9771 -12.9653 -62.0680 -12.8301 63.2165 58.9737 62.0635 0.0023
Helman O. Mozo
Page
Job
220 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0906 -0.0907 -0.0909 -0.0910 -0.0911 -0.0913 -0.0914 -0.0972
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P -32.91 6680.95 2033.10 -2239.21 -434.24 2588.96 931.93 D128P -32.91 2239.21 434.24 1886.60 2438.72 2021.25 1407.47 D129P -32.90 -892.03 -825.10 -1439.30 -51.98 -1162.35 -437.29 D130P -32.90 295.44 103.67 -747.10 1344.64 -183.47 588.31 D131P -32.90 -1132.53 1038.48 268.17 -1251.10 -265.44 -65.30 D132P -32.90 325.80 -1746.51 -5537.28 9128.50 -1287.12 1823.19 D133P -32.90 5537.29 -9128.51 8246.69 -14844.60 2470.42 -4296.55 D134P -32.90 -955.59 -1994.25 -5108.72 -9199.17 -1224.56 -2260.28 D135P -32.90 -955.59 1994.25 591.01 -531.18 -62.79 251.99 D136P -32.90 -591.01 531.18 -648.20 776.65 -149.44 157.72 D137P -32.90 648.20 -776.65 -6.23 -31.15 127.82 -160.83 D138P -32.90 6.23 31.15 575.94 -703.26 115.11 -132.89 D139P -32.90 -575.94 703.26 -654.94 864.51 -162.30 206.72 D140P -32.89 654.94 -864.51 215.62 -293.36 160.64 -213.66 D141P -32.89 -215.62 293.36 933.54 -1525.70 150.46 -258.27 D142P -32.89 -933.54 1525.70 -1410.59 2390.82 -271.67 453.89 D143P 159.68 -7056.45 -15924.71 -1685.06 -8614.00 -5265.97 -14782.35 D144P 250.59 310.37 2426.08 -5951.06 -717.00 -5330.36 1615.05 D145P 159.68 -3290.78 6157.51 7056.45 15924.71 2261.66 13262.59 D146P 159.67 1685.05 8613.99 -1497.34 949.42 113.08 5761.09 D147P 159.67 450.71 4876.36 28.14 2638.14 288.47 4526.80 D148P 159.67 62.54 2503.24 839.95 1719.68 543.67 2543.93 D149P 37.54 -388.77 -635.03 -888.37 -719.82 -898.95 -953.64 D150P 37.54 96.53 -3140.44 -4744.46 -3671.62 -3271.54 -4794.81 D151P -11.70 -495.30 -308.17 -361.26 -130.46 -851.29 -435.94 D152P 0.00 -481.33 585.17 265.79 667.35 -388.74 2259.06 D153P 0.00 -43.52 100.71 17.80 73.65 -46.39 314.48 D154P 250.59 310.36 -2426.07 1832.37 285.23 1012.43 -1011.53 D155P -32.90 5108.72 9199.17 8246.69 14844.60 1868.54 3363.93 D156P -32.90 -268.17 1251.10 -325.80 1746.51 -175.50 885.71 D157P -32.90 747.10 -1344.64 1132.53 -1038.48 685.86 -869.58 D158P -32.90 1439.30 51.98 -295.43 -103.67 542.45 -24.51 D159P -32.91 -1886.60 -2438.72 892.03 825.10 -574.54 -932.15 D160P 159.67 1497.33 -949.42 1294.96 -3180.81 1682.10 -2488.09 D161P 159.67 -1294.97 3180.81 3014.51 6593.96 1035.87 5888.42 D162P 159.67 -3014.52 -6593.96 -450.72 -4876.36 -2087.50 -6909.83 D163P 159.67 -28.15 -2638.14 367.91 -3223.20 204.67 -3530.93
0.0011 0.0011 0.0010 0.0010 0.0010 0.0010 0.0009 0.0009
0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248
0.0026 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
Page
Job
221 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
159.67 -367.92 3223.20 1449.02 3831.08 651.26 4249.57 159.67 -1449.02 -3831.08 -62.55 -2503.24 -910.58 -3815.86 159.67 -839.96 -1719.68 -295.92 -2629.51 -684.27 -2619.99 159.67 295.91 2629.51 -1052.12 1539.26 -455.55 2511.31 37.54 269.24 1180.50 -96.54 3140.44 121.55 3041.38 37.54 273.95 -808.20 -269.25 -1180.50 3.31 -1399.79 37.54 888.36 719.82 -273.96 808.20 432.46 1075.53 37.54 722.84 628.20 388.76 635.03 782.42 889.15 37.54 -566.69 -133.78 -722.85 -628.20 -907.67 -536.33 -11.70 361.27 130.47 225.88 -531.94 583.54 -399.01 -11.70 -225.87 531.95 -754.12 72.50 -973.97 600.74 0.00 -100.43 425.39 104.03 363.37 6.48 1422.60 0.00 -157.88 318.53 73.30 264.29 -152.54 1051.17 0.00 -39.06 224.27 35.99 187.18 -5.54 742.09 0.00 -83.34 157.35 38.18 128.26 -81.44 515.12 0.00 -42.65 48.01 -22.67 23.33 -117.82 128.67 0.00 37.35 11.99 -32.02 2.24 9.62 25.67 0.00 -24.03 0.25 -14.95 -0.70 -70.31 -0.81 0.00 -265.81 -667.35 100.42 -425.39 -298.30 -1970.86 0.00 -104.04 -363.37 157.86 -318.53 97.07 -1229.88 0.00 -73.32 -264.29 39.05 -224.27 -61.82 -881.17 0.00 -36.01 -187.18 83.32 -157.35 85.32 -621.40 0.00 -38.20 -128.26 43.50 -100.71 9.56 -412.97 0.00 -17.82 -73.65 42.63 -48.01 44.75 -219.43 0.00 22.65 -23.33 -37.37 -11.99 -26.54 -63.71 0.00 32.00 -2.24 24.01 -0.25 101.03 -4.50 0.00 14.94 0.70 -0.02 0.00 26.91 1.26 -7.79 -13945.65 2208.51 6018.57 -177.52 -4620.47 1183.81 -7.79 -6018.57 177.52 -2639.01 3209.57 -4241.37 1659.35 -7.79 2978.91 629.10 2907.18 1510.18 2934.68 1066.60 -7.79 1401.20 2038.65 1446.83 2124.88 1156.87 1691.23 -7.79 544.20 686.86 -793.19 -1408.79 -76.46 -221.70 -7.78 -610.96 -1645.26 5347.44 9094.75 1169.80 1839.86 -7.78 -5347.44 -9094.75 -8170.25 -14834.69 -2422.69 -4288.72 -7.78 1115.39 -2041.63 5103.28 -9277.03 1255.73 -2285.57 -7.78 1115.39 2041.63 -315.32 -557.63 137.80 255.60 -7.78 315.32 557.63 414.65 785.90 88.03 162.02 -7.78 -414.65 -785.90 -63.73 -31.40 -95.25 -162.73 -7.78 63.73 31.40 -200.98 -750.75 -27.14 -142.23 -7.78 200.98 750.75 305.87 991.80 66.83 229.77 -7.78 -305.87 -991.80 -209.87 -295.75 -95.17 -237.59 -7.78 209.87 295.75 -695.53 -1776.31 -101.79 -310.30 -7.78 695.53 1776.31 1184.14 2675.29 217.84 515.90 201.29 6200.41 36734.41 2478.34 15838.96 5228.16 31670.71 632.48 -52.85 1341.94 5338.07 -2214.25 4994.44 -824.31 201.29 -8305.91 -11416.23 -6200.42 -36734.41 -8712.51 -28919.31 201.29 -2478.35 -15838.96 4155.73 6927.62 1010.47 -5368.28 201.29 -1151.40 -7138.29 1684.23 -1158.88 320.98 -4998.29 201.29 -676.55 -3416.66 1137.62 -1410.10 277.75 -2907.68 -19.70 -9.24 -616.46 -603.90 -840.34 -431.57 -1025.40 -19.70 -331.72 -636.43 -5402.87 2146.32 -4036.41 1062.77 31.74 339.17 320.37 272.26 154.03 607.68 471.49
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
222 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P -0.03 -654.31 D334P -0.01 -36.99 D335P 632.47 -52.85 D336P -7.78 -5103.28 D337P -7.78 793.19 D338P -7.79 -1446.83 D339P -7.79 -2907.18 D340P -7.79 2639.00 D341P 201.29 -4155.74 D342P 201.29 69.19 D343P 201.29 1121.75 D344P 201.29 -1684.24 D345P 201.29 -75.15 D346P 201.29 56.84 D347P 201.29 -1137.63 D348P 201.29 514.94 D349P -19.70 166.09 D350P -19.70 525.22 D351P -19.70 603.89 D352P -19.70 189.27 D353P -19.70 -12.63 D354P 31.75 -272.27 D355P 31.75 224.71 D356P -0.03 -192.84 D357P -0.02 -113.54 D358P -0.02 67.29 D359P -0.02 -49.26 D360P -0.01 -7.24 D361P -0.01 156.15 D362P -0.00 18.48 D363P -0.03 -8.84 D364P -0.02 -128.99 D365P -0.02 -145.95 D366P -0.02 -120.17 D367P -0.01 -47.59 D368P -0.01 -28.66 D369P -0.01 -64.24 D370P -0.00 -58.54 D371P -0.00 -2.89 D489P 744.90 -14495.73 D490P 744.91 -6120.26 D491P 744.92 3016.09 D492P 744.93 1403.05 D493P 744.95 659.73 D494P 744.97 -507.69 D495P 744.98 -4720.30 D496P 745.01 993.75 D497P 745.03 993.75 D498P 745.04 364.84 D499P 745.06 -453.34 D500P -508.21 93.99 D501P -1200.32 329.34
-372.14 0.22 -1341.94 9277.03 1408.79 -2124.89 -1510.18 -3209.57 -6927.62 -965.11 11684.13 1158.88 -3034.29 5459.66 1410.10 -2446.73 1111.62 -1005.96 840.34 -144.42 467.05 -154.02 539.63 86.50 -20.50 4.61 -1.23 -0.24 -0.19 -0.11 -142.82 33.00 -7.95 1.69 -0.51 -0.01 -0.22 -0.15 -0.06 -2878.98 -720.76 -497.59 -2013.76 -867.35 1637.00 8401.14 1929.26 -1929.26 -572.43 798.12 -126.70 -1000.17
8.82 142.82 -1164.22 28.64 0.01 -15.05 -2107.82 1432.96 -1020.90 -8170.24 14834.69 -1857.08 610.96 1645.26 414.89 -544.20 -686.86 -726.51 -1401.20 -2038.65 -2043.16 -2978.91 -629.10 -196.36 -69.19 965.11 -2545.14 -1121.76 -11684.13 -634.08 1151.39 7138.29 1369.37 75.14 3034.29 -969.33 -56.85 -5459.66 -79.52 676.54 3416.66 441.80 -514.95 2446.73 -995.53 -392.09 -2588.84 74.01 331.71 636.43 350.39 -166.11 -1111.62 252.77 -525.24 1005.96 55.36 9.22 616.46 139.72 -189.29 144.42 -142.12 -224.72 -539.62 -493.93 725.80 -196.97 944.67 128.97 -33.00 -115.20 145.93 7.95 58.42 120.15 -1.69 338.07 47.57 0.51 -3.04 64.22 0.21 102.77 58.52 0.15 387.18 2.87 0.06 38.51 192.83 -86.50 331.84 113.53 20.50 -27.88 -67.30 -4.61 -384.63 49.24 1.23 -127.92 36.97 -0.22 -19.15 7.22 0.24 -38.67 -156.17 0.19 -397.52 -18.50 0.11 -138.94 -0.02 -0.00 -5.24 6120.26 720.76 -4881.82 -3070.78 -2817.70 -4502.72 3327.19 -2248.10 3162.62 952.45 -1317.31 956.80 -458.58 844.18 61.77 4720.30 -8401.14 1040.42 -7407.24 14082.19 -2173.54 4637.40 8858.79 1137.09 -364.84 572.43 108.32 453.34 -798.12 98.67 -93.99 7.53 -108.97 -329.34 934.36 -46.53 450.75 -1252.50 102.86
17:07:07 03/17/10
-413.60 0.41 43.01 3373.44 902.38 -1025.98 -1682.96 -2217.51 -3591.87 -7620.02 11338.80 2526.00 -5116.84 5347.18 2323.39 -3033.48 1230.40 -1490.50 1299.56 332.25 430.40 -689.38 340.55 96.49 -22.65 5.27 -1.30 -0.05 -0.07 -0.10 -413.60 96.49 -22.65 5.27 -1.30 0.41 -0.05 -0.07 -0.10 -1257.96 -1733.50 -1368.94 -1353.09 -7.12 -1670.59 4029.55 2178.42 -233.69 -165.28 160.41 159.69 -297.03
Helman O. Mozo
Page
Job
223 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -1882.69 D503P -2038.39 D504P -3391.58 D505P 469.05 D506P 129.43 D507P 469.05 D508P 469.04 D509P 469.03 D510P 469.02 D511P -13.01 D512P -13.01 D513P 16.94 D514P 0.01 D515P 0.01 D516P 129.43 D517P 745.00 D518P 744.96 D519P 744.94 D520P 744.93 D521P 744.91 D522P 469.04 D523P 469.03 D524P 469.03 D525P 469.02 D526P 469.02 D527P 469.02 D528P 469.01 D529P 469.01 D530P -13.01 D531P -13.01 D532P -13.01 D533P -13.01 D534P -13.01 D535P 16.93 D536P 16.93 D537P 0.01 D538P 0.01 D539P 0.01 D540P 0.01 D541P 0.00 D542P 0.00 D543P 0.00 D544P 0.01 D545P 0.01 D546P 0.01 D547P 0.01 D548P 0.01 D549P 0.01 D550P 0.00 D551P 0.00 D552P 0.00 D670P 1156.09
-450.75 1187.62 -270.96 382.49 -133.17 289.72 270.96 -397.29 -812.18 2013.70 -113.43 338.77 812.18 -2142.36 1434.41 -3230.27 260.36 -622.64 6006.31 -36817.56 2563.16 -15838.15 5162.33 -31720.31 -430.06 -2260.29 7412.15 -484.83 6597.95 -2594.09 -8173.57 12326.49 -6006.31 36817.56 -8516.44 29515.95 -2563.16 15838.14 4047.05 -7009.14 893.91 5318.68 -1154.19 7171.01 1666.13 1125.43 308.40 4997.85 -641.98 3443.85 1003.98 1369.65 218.07 2899.70 -330.90 -734.68 -804.89 -818.99 -799.45 -1093.58 134.27 -3615.01 -4886.48 -5595.90 -3344.94 -6483.29 462.26 186.66 365.05 93.03 822.24 277.97 -355.72 505.90 218.08 722.99 -248.25 2216.42 -43.64 125.96 17.86 97.37 -46.50 402.79 -430.06 2260.28 -2705.22 -1219.16 -1481.39 491.92 -4637.41 -8858.79 -7407.24 -14082.19 -1685.15 -3209.64 458.58 -844.18 507.69 -1637.00 285.51 -733.12 -952.45 1317.31 -659.73 867.35 -588.27 797.16 -3327.19 2248.10 -1403.05 2013.76 -2243.22 2021.10 3070.78 2817.70 -3016.09 497.59 31.59 1915.17 -4047.05 7009.14 -35.97 -1021.86 -2459.65 3606.79 35.96 1021.86 -1041.12 11652.13 -605.52 7634.94 1041.11 -11652.13 1154.18 -7171.01 1322.47 -11339.24 -1666.14 -1125.43 109.41 -3057.99 -937.79 -2520.13 -109.42 3057.99 -11.25 5445.71 -72.69 5122.71 11.25 -5445.71 641.97 -3443.85 393.51 -5355.16 -1003.99 -1369.65 -112.53 -2404.45 -672.60 -2273.55 112.52 2404.45 -1111.91 2713.85 -602.04 3083.31 175.85 1342.79 -134.28 3615.01 29.26 3489.65 358.22 -936.83 -175.86 -1342.79 128.36 -1604.56 804.87 818.99 -358.23 936.83 314.38 1235.87 702.45 709.65 330.88 734.68 727.34 1016.62 -459.09 -194.66 -702.46 -709.65 -817.59 -636.52 -365.06 -93.04 -217.62 554.08 -579.10 458.21 217.61 -554.09 609.24 -104.84 821.77 -654.88 -130.62 470.19 115.29 410.12 -27.65 1587.73 -150.22 364.91 70.44 308.35 -143.88 1214.30 -41.01 260.98 36.71 216.98 -7.76 862.06 -82.82 185.73 37.99 155.06 -80.86 614.65 -42.65 70.20 -22.67 44.04 -117.81 206.05 37.35 25.59 -32.03 8.72 9.59 61.88 -24.00 5.22 -14.97 2.57 -70.29 14.04 -218.10 -722.99 130.60 -470.19 -157.81 -2152.02 -115.31 -410.12 150.20 -364.91 62.93 -1397.86 -70.46 -308.35 40.99 -260.98 -53.15 -1026.86 -36.72 -216.98 82.80 -185.73 83.10 -726.33 -38.00 -155.06 43.63 -125.96 10.14 -506.85 -17.88 -97.37 42.63 -70.20 44.64 -302.23 22.65 -44.04 -37.36 -25.59 -26.53 -125.59 32.01 -8.72 23.99 -5.22 101.00 -25.14 14.95 -2.57 -0.02 -0.00 26.93 -4.63 6860.26 -4242.59 -2647.78 975.20 2455.33 -1904.46
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
224 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
1156.10 1156.12 1156.14 1156.17 1156.21 1156.22 1156.27 1156.30 1156.32 1156.36 -1294.05 -2519.74 -3728.19 -3883.88 -3883.87 749.31 -97.04 749.32 749.30 749.27 749.25 65.59 65.61 -15.20 0.05 0.02 -97.04 1156.25 1156.19 1156.16 1156.13 1156.11 749.29 749.29 749.28 749.27 749.26 749.26 749.25 749.25 65.60 65.60 65.60 65.59 65.59 -15.20 -15.20 0.04 0.04 0.03 0.03 0.02
2647.78 -2378.93 -1899.22 65.54 -5205.09 7954.48 -917.15 -917.15 -623.31 679.18 24.24 -755.60 823.83 -255.88 -1084.58 -7283.84 -62.01 -1787.07 1579.23 414.14 92.59 56.39 -27.49 -236.91 -397.65 -20.34 -62.01 4939.36 2136.37 929.80 3096.04 -1205.26 1428.84 -1274.91 -3000.43 -58.44 -378.29 -1480.50 -767.29 361.70 27.14 614.38 519.12 111.51 187.34 210.63 -126.68 -150.93 -84.18 91.75 -30.57 7.30
-975.20 -484.60 -2347.19 262.17 -3880.45 11645.15 1968.04 -1968.04 -550.55 788.72 -141.96 -1115.39 1165.23 -373.73 -1985.93 16105.05 -1059.62 -7914.81 -8576.89 -4915.96 -2697.29 -528.91 -505.29 -505.91 -262.18 0.14 1059.61 -9027.83 812.97 2002.78 1041.94 3882.91 843.27 -3244.24 6573.25 2579.63 -3208.62 3918.75 1243.92 -1871.69 1063.60 -878.87 736.06 -127.90 522.39 192.00 -561.85 62.56 -14.72 3.25 -0.99 -0.13
1205.26 -3882.91 1887.62 -2380.01 -3096.03 -1041.94 -2729.70 -761.10 -929.80 -2002.78 -1149.15 -1766.96 -2136.37 -812.97 -635.93 -169.15 -7954.48 -11645.15 -3250.12 -3834.47 8282.88 14831.77 2910.12 4745.29 -4939.36 9027.83 -1182.60 2220.39 623.31 550.55 -50.61 -244.14 -679.18 -788.72 -157.07 -161.51 -24.24 -91.02 130.40 138.91 755.60 998.85 154.19 169.42 -823.83 -1280.13 -208.26 -315.86 255.88 358.93 199.23 281.24 1084.58 1985.93 173.68 337.89 -1670.43 -3115.51 -319.28 -591.22 -1579.23 8576.90 -5339.20 14868.64 -6178.06 560.98 -5896.75 -471.20 7283.84 -16105.05 3301.36 -14426.34 -1428.85 -843.27 90.59 -5674.80 58.43 -2579.63 284.68 -4515.42 767.28 -1243.92 517.99 -2374.22 -519.13 -736.06 -325.71 -890.38 -4768.44 3968.66 -3375.72 2437.77 -210.62 -192.01 -444.77 -693.62 91.34 99.81 -552.45 -292.85 44.27 -0.00 43.15 0.25 2109.56 -2977.72 967.45 -906.29 8282.88 -14831.77 1849.91 -3338.16 5205.09 3880.45 2169.19 1386.77 -65.54 -262.17 315.36 635.13 1899.22 2347.19 2368.90 1607.23 2378.93 484.60 678.00 2523.01 1274.91 3244.24 1628.77 2462.35 3000.42 -6573.25 1039.46 -5914.15 -414.14 4915.96 -2056.97 6921.21 378.28 3208.62 192.67 3486.90 1480.49 -3918.75 663.98 -4293.60 -92.59 2697.29 -947.65 3985.56 -361.71 1871.69 -680.12 1876.87 547.28 -3530.66 547.58 -3254.43 27.47 505.29 38.44 1104.29 -27.15 -1063.60 413.33 -1367.25 -614.39 878.87 -67.06 1136.70 -56.41 528.91 38.79 282.26 -111.52 127.90 53.37 457.72 126.69 561.84 335.24 749.20 -466.56 94.57 -589.59 -464.41 160.43 -23.92 17.13 69.69 174.40 5.73 162.71 -16.20 140.28 -1.13 418.51 3.83 65.22 0.43 62.51 -1.02 77.37 0.17 152.72 0.06
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
225 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00
165.10 21.79 -91.36 -160.45 -174.41 -140.30 -65.24 -44.28 -77.39 -63.29 -4.93
-0.20 -0.18 -99.81 23.92 -5.73 1.13 -0.43 0.00 -0.17 -0.19 -0.09
63.27 4.91 150.92 84.16 -91.77 30.55 20.32 -7.32 -165.12 -21.81 -0.02
0.19 0.09 -62.56 14.72 -3.25 0.99 -0.14 0.13 0.20 0.18 0.00
17:07:07 03/17/10
411.90 48.16 107.42 -137.59 -480.10 -197.95 -81.01 -93.07 -437.40 -153.49 -8.92
-0.01 -0.16 -292.85 69.69 -16.20 3.83 -1.02 0.25 0.06 -0.02 -0.16
Helman O. Mozo
Page
Job
226 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 5 "COMBO 1-5"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 6.828e-005 -0.0005993 -0.006872 0.2619 0.2461 0.0616 1.325 -1.326 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0005458 -940.4 63.22 0.0000 0.0000 0.0000 -3.522 -947.4 71.81 D4Z13P -0.0001692 -1000 113.8 0.0000 0.0000 0.0000 -0.0001692 -1007 127.1 D5Z19P -0.000996 -0.01679 -0.001044 0.1177 0.0940 1.4200 -6.341 -6.357 18.73 D6Z26P -0.0005911 -877.2 58.98 0.0000 0.0000 0.0000 -2.533 -883.1 85.26 D7Z31P -0.0008581 -1000 105 0.0000 0.0000 0.0000 -0.0008581 -1005 136.3 D8Z26P -0.0006037 -0.02294 -0.001031 0.1520 0.1211 1.7954 -5.833 -5.856 26.28 D9Z13P -0.0003096 -0.01674 -0.0004045 0.0676 0.0576 1.0247 -6.703 -6.72 13.34 D10Z31P -0.0008642 -0.02355 -0.001195 0.1215 0.1249 1.9274 -5.495 -5.518 31.32 D11Z36P -0.001088 -0.0238 -0.001369 0.1468 0.1196 1.8114 -5.159 -5.182 36.32 D12Z45P -0.001475 -0.03079 -0.0008015 0.1486 0.1082 1.6226 -4.605 -4.634 44.57 D13Z45P -0.001478 -923.2 62.07 0.0000 0.0000 0.0000 -2.385 -927.8 106.6 D14Z50P -0.001312 -1000 111.3 0.0000 0.0000 0.0000 -0.001312 -1004 161.7 D15Z55P -0.001188 -0.02844 -0.0008783 0.3004 0.0889 1.3679 -3.884 -3.912 55.28 D16Z68P -0.00195 -0.01638 -0.001537 -0.3771 0.0031 0.0185 3.029 -3.048 67.95 D17Z68P -0.0007584 -0.02187 -0.001097 -0.1658 0.0372 1.1120 -3.032 -3.053 67.95 D18Z55P -0.001539 -0.02327 -0.001138 0.2138 0.0068 0.0498 3.882 -3.906 55.28 D19Z75P -0.0004947 -0.006936 -0.002329 -0.0023 0.0086 0.0481 2.533 -2.541 75.35 D20Z75P -0.001858 -0.01354 -0.001717 -0.0808 0.1007 0.9323 -2.536 -2.547 75.35 D21Z81P -0.0007041 -0.001319 -0.003348 -0.0685 -0.0031 0.0483 2.132 -2.134 81.32 D22Z81P -0.00107 -0.004941 -0.002856 0.0297 0.0501 0.7913 -2.134 -2.137 81.32 D23Z86P -0.00114 -0.002365 -0.003805 0.0125 0.0250 0.6897 -1.828 -1.829 85.87 D24Z86P -2.111e-005 0.001075 -0.004319 -0.0066 0.0366 0.0528 1.827 -1.825 85.87 D25Z90P 0.0006571 0.001668 -0.005413 -0.0527 -0.0654 0.0589 1.577 -1.575 89.59 D26Z90P -0.001188 0.0001875 -0.005057 -0.0478 0.1296 0.6014 -1.578 -1.576 89.59 D27Z93P -6.881e-005 -0.0006794 -0.006671 0.2728 -0.2256 0.5180 -1.325 -1.326 93.33 D28Z50P -0.001321 -0.02964 -0.0008242 0.0166 0.1042 1.4991 -4.216 -4.244 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006772 -940.4 63.22 0.0000 0.0000 0.0000 3.522 -947.4 71.81 D31Z19P 0.0002652 -0.01311 -0.0009128 0.0121 -0.0029 0.0132 6.341 -6.354 18.73 D32Z26P -0.0008512 -877.2 58.98 0.0000 0.0000 0.0000 2.532 -883.1 85.26 D33Z26P -0.0008496 -0.01712 -0.001093 0.0210 -0.0039 0.0187 5.832 -5.85 26.28 D34Z13P -8.709e-005 -0.01326 -0.0003678 -0.0022 0.0088 0.0079 6.703 -6.716 13.34 D35Z31P -0.0008761 -0.0177 -0.001292 -0.0044 0.0023 0.0199 5.493 -5.512 31.32 D36Z36P -0.0008732 -0.01818 -0.001488 0.0236 0.0011 0.0251 5.157 -5.176 36.32 D37Z45P -0.0009855 -0.02507 -0.001013 0.0385 0.0005 0.0315 4.602 -4.628 44.57 D38Z45P -0.0009823 -923.2 62.07 0.0000 0.0000 0.0000 2.382 -927.8 106.6 D39Z50P -0.001302 -0.02417 -0.001066 -0.0841 -0.0032 0.0272 4.213 -4.239 50.35 D40Z113P 0.0003711 -0.1487 -0.01477 0.5561 -0.0123 0.2209 -1.325 -1.474 113.2 D41Z113P 0.0005325 -0.1494 -0.01478 0.5598 0.0096 0.0081 1.326 -1.474 113.2 D42Z110P 0.0004486 -0.1174 -0.01393 0.5129 0.0192 0.2704 -1.325 -1.442 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
227 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P 0.000689 D44Z107P 0.000465 D45Z107P 0.0005592 D46Z103P 0.0003621 D47Z103P 0.0005621 D48Z100P 0.0003098 D49Z100P 0.0004273 D50Z97P -0.0001954 D51Z97P 0.0006171 D52Z95P -0.005747 D53Z98P -0.001528 D54Z102P -0.001474 D55Z105P 0.0003211 D56Z108P -0.0002748 D57Z112P 0.0006404 D58Z115P -1.484e-005 D59Z95P 0.006008 D60Z98P 0.002129 D61Z102P 0.002313 D62Z105P 0.0006655 D63Z108P 0.001346 D64Z112P 0.0004482 D65Z115P 0.001185 D66Z117P 0.0008319 D67Z118P 0.0009147 D68Z118P 0.0004353 D69Z117P 0.0004236 D70Z119P 0.001042 D71Z119P 0.001015 D72Z121P 0.000716 D73Z121P 0.0008286 D74Z122P 0.0006692 D75Z122P 0.0007336 D76Z124P 0.0004472 D77Z124P 0.0004999 D78Z125P 0.0003828 D79Z125P 0.0004138 D80Z126P 0.0001673 D81Z126P 0.0002042 D82Z128P 0.0001684 D83Z128P -0.0001002 D84Z131P -0.0003703 D85Z131P -0.0004303 D86Z129P -3.37e-005 D87Z130P -0.0005486 D88Z130P 2.149e-005 D89Z129P -0.0002057 D90Z141P 5.073e-005 D91Z141P 5.115e-005 D92Z131P -0.0002405 D93Z132P -0.0003152 D94Z133P -0.0002062
-0.118 -0.08826 -0.08887 -0.06141 -0.06199 -0.03731 -0.03778 -0.01703 -0.01735 -0.01014 -0.02586 -0.04965 -0.07471 -0.1028 -0.1332 -0.1648 -0.01026 -0.02546 -0.05019 -0.07411 -0.1034 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2628 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198 -0.3606 -0.3595 -0.3321 -0.3465 -0.3455 -0.333 -0.5347 -0.5348 -0.3681 -0.3782 -0.3863
-0.01395 -0.01291 -0.01296 -0.01168 -0.01175 -0.01024 -0.01035 -0.008516 -0.008665 -0.007543 -0.009612 -0.01099 -0.01242 -0.01346 -0.01441 -0.01514 -0.007716 -0.009487 -0.01108 -0.01236 -0.01349 -0.01439 -0.01515 -0.01193 -0.01041 -0.01027 -0.01199 -0.01077 -0.0106 -0.01105 -0.01092 -0.01133 -0.01117 -0.01154 -0.01141 -0.01174 -0.01159 -0.01189 -0.01176 -0.01189 -0.01204 -0.008307 -0.008336 -0.01076 -0.009574 -0.009556 -0.01083 -0.009484 -0.009512 -0.008513 -0.008657 -0.008827
0.5115 0.4999 0.4999 0.4136 0.4146 0.4336 0.4361 0.2336 0.2373 0.2957 0.3604 0.4121 0.4672 0.5014 0.5452 0.5547 0.3076 0.3579 0.4141 0.4667 0.5001 0.5438 0.5272 0.5201 0.6100 0.5897 0.5475 0.7143 0.6992 0.7115 0.7065 0.7262 0.7181 0.7505 0.7436 0.7633 0.7539 0.7667 0.7624 0.7650 0.7740 0.8724 0.8552 0.7428 0.8090 0.7837 0.7855 1.0279 1.0349 0.9148 0.9276 0.9581
17:07:07 03/17/10
-0.0180 -0.0230 0.0243 0.0533 -0.0507 -0.0912 0.0952 0.2041 -0.1979 0.0026 0.0199 0.0105 0.0063 0.0005 -0.0020 0.0057 0.0017 -0.0143 -0.0073 -0.0047 0.0018 -0.0036 0.0198 -0.0355 0.0360 0.0072 0.0835 -0.0130 0.0124 -0.0069 -0.0100 -0.0048 -0.0058 -0.0064 -0.0068 -0.0040 -0.0058 -0.0117 -0.0059 -0.0000 -0.0074 0.0145 0.0126 -0.0045 0.0191 -0.0210 0.0099 0.0023 0.0022 0.0090 -0.0005 0.0022
0.0170 0.3199 0.0259 0.3694 0.0348 0.4189 0.0437 0.4684 0.0526 0.4931 0.0482 0.3941 0.0304 0.2951 0.0125 0.1961 0.0571 0.4436 0.0393 0.3446 0.0214 0.2456 0.0036 0.0046 0.1862 0.0057 0.1867 0.1838 0.0043 0.1815 0.0030 0.1792 0.0016 0.1768 0.0002 0.1745 -0.0012 0.1721 -0.0026 -0.0040 0.1698 0.1678 0.0148 -0.0027 0.1706 0.0072 0.1704 0.1678 0.0148 0.0148 0.1678 0.0148
1.326 -1.325 1.326 -1.325 1.326 -1.325 1.325 -1.325 1.326 -1.331 1.323 -1.326 1.325 -1.325 1.326 -1.325 1.331 -1.323 1.327 -1.324 1.326 -1.325 1.326 0.9025 -0.6891 0.6904 -0.9012 -0.689 0.691 -0.6893 0.6908 -0.6893 0.6907 -0.6896 0.6905 -0.6896 0.6904 -0.6898 0.6902 0.6902 -0.6901 -0.3504 0.3496 0.5766 -0.4639 0.4634 -0.5769 -0.3499 0.3501 0.3498 -0.3503 0.3498
-1.443 -1.413 -1.414 -1.386 -1.387 -1.362 -1.363 -1.342 -1.342 -1.335 -1.351 -1.375 -1.4 -1.428 -1.458 -1.49 -1.335 -1.35 -1.375 -1.399 -1.428 -1.458 -1.49 -1.085 -0.8823 -0.8833 -1.084 -0.8992 -0.8997 -0.9168 -0.9171 -0.9346 -0.9348 -0.9529 -0.9528 -0.9718 -0.9715 -0.9907 -0.9902 -1.009 -1.01 -0.7106 -0.7095 -0.9087 -0.8098 -0.8088 -0.9096 -0.8847 -0.8848 -0.7181 -0.7282 -0.7363
109.9 106.6 106.6 103.3 103.3 99.97 99.97 96.65 96.65 94.99 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.31 101.6 104.9 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
228 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
-0.0002703 -0.3966 -0.0001829 -0.4052 -0.0002229 -0.4157 -0.0001548 -0.4247 -0.0001766 -0.4351 -0.0001212 -0.4444 -0.0001305 -0.4549 -8.705e-005 -0.4644 -8.453e-005 -0.4748 -5.239e-005 -0.4846 -3.902e-005 -0.4949 -1.447e-005 -0.5048 5.998e-006 -0.5148 2.929e-005 -0.5248 0.002387 0.002399 -0.002202 -0.001823 -0.001105 -0.004324 -0.0009895 -0.007646 -0.003895 -0.02057 -0.001253 -0.06191 -0.000671 -0.01118 0.0005375 -0.01406 -0.0002722 -0.3771 -0.0002405 -0.3957 -0.0002012 -0.4149 -0.0001611 -0.4345 -0.0001198 -0.4544 -7.842e-005 -0.4745 -3.654e-005 -0.4947 6.805e-006 -0.5148 -0.00231 0.003043 0.001212 0.0009561 -0.0007093 0.0004692 -0.000391 -0.005018 -0.001038 -0.006243 -0.0009421 -0.05906 0 0 0.0001562 -0.0004127 -940.3 -0.01115 -188.3 -0.0115 -877.2 -0.01709 -192.8 -0.01762 -923.2 -0.02503 -190.8 -0.02412 0.001355 -0.01653 0.0009979 -0.02271 0.0003405 -0.0067 6.255e-005 -0.001631 0.0002459 0.001132 -0.001248 0.00123 940.3 -0.01287 -0.0005954 -0.01307
-0.008934 -0.009067 -0.009138 -0.009241 -0.009282 -0.009363 -0.009385 -0.009447 -0.009449 -0.009493 -0.009478 -0.009509 -0.009483 -0.009512 -0.006315 -0.004353 -0.003318 -0.002449 -0.001051 0.001504 -0.0001087 -9.73e-005 -0.008689 -0.008965 -0.009169 -0.009312 -0.009415 -0.009479 -0.009507 -0.009511 -0.00656 -0.004819 -0.003931 -0.002794 -0.002299 0.001346 0 0.002154 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 -0.003419 -0.003458 -0.002644 -0.001679 -0.0005802 0.000505 63.22 -0.00114
0.9703 0.9960 0.9962 1.0103 1.0132 1.0288 1.0271 1.0397 1.0349 1.0459 1.0333 1.0360 1.0289 1.0361 0.0320 0.0085 0.0100 -0.0213 0.0506 -0.0658 0.0635 0.1250 0.9430 0.9781 1.0046 1.0195 1.0350 1.0444 1.0413 1.0354 0.0058 -0.0084 -0.0310 -0.0726 -0.0070 -0.1254 0.0000 0.1179 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3717 0.2150 -0.0083 -0.0396 -0.0202 -0.0276 0.0000 0.0635
17:07:07 03/17/10
0.0031 0.1678 0.0026 0.0148 0.0023 0.1678 0.0025 0.0148 0.0024 0.1678 0.0025 0.0148 0.0024 0.1678 0.0024 0.0148 0.0024 0.1678 0.0024 0.0148 0.0023 0.1678 0.0023 0.0148 0.0023 0.1678 0.0023 0.0148 0.0909 0.5520 0.0322 0.6437 0.0555 0.7360 0.0594 0.8567 0.0635 1.0032 0.0977 1.2287 0.0019 0.0097 0.0403 0.6541 0.0000 0.0148 0.0007 0.0148 0.0010 0.0148 0.0014 0.0148 0.0015 0.0148 0.0015 0.0148 0.0018 0.0148 0.0022 0.0148 -0.0396 0.0625 0.0224 0.0549 0.0101 0.0516 -0.0011 0.0462 0.0174 0.0450 -0.0047 0.0323 0.0000 0.0000 -0.0974 0.0270 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0008 -0.0064 -0.0068 0.0292 -0.0057 0.0198 0.0024 0.0198 -0.0251 0.0206 0.0342 0.0251 0.0000 0.0000 -0.0018 0.0065
-0.3503 -0.7466 133.1 0.3498 -0.7552 133.7 -0.3502 -0.7657 134.2 0.3498 -0.7747 134.8 -0.3502 -0.7851 135.3 0.3499 -0.7944 135.9 -0.3501 -0.8049 136.4 0.3499 -0.8144 137 -0.3501 -0.8248 137.5 0.3499 -0.8346 138.1 -0.35 -0.8449 138.6 0.35 -0.8548 139.2 -0.35 -0.8648 139.8 0.35 -0.8748 140.3 -1.437 -1.437 91.62 -1.695 -1.694 87.87 -1.969 -1.972 83.77 -2.317 -2.324 78.59 -2.764 -2.781 71.98 -3.406 -3.467 62.4 7.022 -7.034 8.59 -7.022 -7.037 8.59 0.3497 -0.7271 132 0.3498 -0.7457 133.1 0.3498 -0.7649 134.2 0.3498 -0.7845 135.3 0.3499 -0.8044 136.4 0.3499 -0.8245 137.5 0.35 -0.8447 138.6 0.35 -0.8648 139.8 1.438 -1.437 91.62 1.694 -1.691 87.87 1.967 -1.967 83.77 2.315 -2.321 78.59 2.759 -2.767 71.98 3.404 -3.464 62.4 1.325 1.457e-011 93.33 1.325 1.325 93.34 -933.3 -3.534 -54.63 -181.6 -0.0115 0.6774 -871.4 -2.55 -32.69 -187.3 -0.01762 18.35 -918.6 -2.408 -17.49 -186.6 -0.02412 37.53 3.033 3.015 67.95 3.884 3.86 55.28 2.534 2.527 75.35 2.133 2.131 81.32 1.827 1.828 85.87 1.575 1.578 89.6 947.4 3.51 71.81 7.022 7.009 8.589
Helman O. Mozo
Page
Job
229 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P 0 D154Z19P 9.618e-005 D155Z26P 877.2 D156Z26P -0.0003791 D157Z13P -0.0003559 D158Z31P 0.0001153 D159Z36P 0.0004443 D160Z45P -0.0005711 D161Z45P 923.2 D162Z50P 0.0004702 D163Z113P -0.0004036 D164Z110P -0.0004637 D165Z107P -0.0004201 D166Z103P -0.0004189 D167Z100P -0.00041 D168Z97P -0.0003908 D169Z98P -5.187e-005 D170Z105P -0.0005477 D171Z112P -0.0004991 D172Z95P -0.002418 D173Z102P -0.001282 D174Z108P -0.0009057 D175Z115P -0.0008249 D176Z117P -0.0005719 D177Z118P -0.0001777 D178Z119P 2.336e-005 D179Z121P -3.919e-005 D180Z122P 0.0001156 D181Z124P 0.0001085 D182Z125P 0.0002346 D183Z126P 0.0002263 D184Z128P 0.0001635 D185Z131P 0.0006301 D186Z129P 0.0003101 D187Z130P 0.000235 D188Z141P -0.0003185 D189Z131P 0.000628 D190Z133P 0.0004731 D191Z134P 0.0003791 D192Z135P 0.0002704 D193Z136P 0.0001646 D194Z137P 5.769e-005 D195Z138P -4.924e-005 D196Z139P -0.0001566 D197Z140P -0.0002645 D198Z132P 0.0005374 D199Z133P 0.0004293 D200Z134P 0.0003241 D201Z135P 0.0002177 D202Z136P 0.0001111 D203Z138P 4.265e-006 D204Z139P -0.0001029
0 -0.01229 -0.01768 -0.01772 -0.01389 -0.01777 -0.0179 -0.02603 -0.026 -0.02421 -0.1494 -0.1179 -0.08887 -0.06197 -0.03782 -0.01724 -0.0281 -0.07542 -0.1334 -0.006154 -0.04873 -0.1029 -0.1651 -0.1835 -0.1932 -0.2098 -0.2272 -0.2448 -0.2629 -0.2815 -0.3002 -0.3191 -0.3594 -0.3321 -0.3454 -0.5348 -0.3682 -0.3863 -0.4052 -0.4246 -0.4444 -0.4644 -0.4846 -0.5048 -0.5248 -0.3771 -0.3957 -0.4149 -0.4345 -0.4544 -0.4745 -0.4947
0 0.0000 0.0000 0.0000 -0.001153 0.0120 -0.0004 0.0059 58.97 0.0000 0.0000 0.0000 -0.001859 0.0261 -0.0002 0.0090 -0.001288 -0.0240 0.0058 0.0024 -0.002022 -0.0129 0.0070 0.0082 -0.002152 0.0289 -0.0041 0.0116 -0.003256 0.0397 0.0003 0.0149 62.06 0.0000 0.0000 0.0000 -0.00339 -0.0946 0.0123 0.0083 0.009068 0.5504 -0.0066 -0.0569 0.008376 0.5286 0.0107 -0.0429 0.007524 0.4691 -0.0081 -0.0289 0.006496 0.4697 0.0188 -0.0149 0.005269 0.3423 -0.0299 -0.0010 0.003822 0.4051 0.0639 0.0130 0.004603 0.3460 -0.0087 0.0060 0.007056 0.4619 -0.0026 -0.0219 0.008759 0.5436 0.0006 -0.0499 0.003043 0.3043 -0.0056 0.0200 0.005938 0.4221 0.0025 -0.0079 0.007995 0.5028 -0.0017 -0.0359 0.009379 0.5384 -0.0076 -0.0639 0.006026 0.5372 0.0476 -0.0792 0.004357 0.5953 0.0233 -0.0855 0.004683 0.7041 -0.0021 -0.0847 0.004929 0.7033 0.0024 -0.0840 0.005179 0.7176 0.0034 -0.0833 0.005361 0.7423 0.0018 -0.0825 0.005544 0.7550 0.0038 -0.0818 0.005674 0.7591 -0.0031 -0.0811 0.005805 0.7621 0.0000 -0.0803 0.002117 0.8679 0.0094 -0.0874 0.004607 0.7635 0.0139 -0.0853 0.003374 0.7869 0.0258 -0.0880 0.003136 1.0359 -0.0056 -0.0873 0.002293 0.9188 -0.0071 -0.0874 0.002576 0.9596 -0.0051 -0.0874 0.002786 0.9980 -0.0056 -0.0874 0.00293 1.0081 -0.0055 -0.0874 0.003035 1.0285 -0.0055 -0.0874 0.003102 1.0400 -0.0055 -0.0874 0.003134 1.0482 -0.0055 -0.0873 0.003136 1.0337 -0.0056 -0.0873 0.003137 1.0356 -0.0056 -0.0873 0.002434 0.9351 -0.0089 -0.0874 0.002681 0.9782 -0.0047 -0.0874 0.002857 1.0043 -0.0057 -0.0874 0.002982 1.0212 -0.0055 -0.0874 0.003068 1.0350 -0.0055 -0.0874 0.003118 1.0428 -0.0055 -0.0873 0.003134 1.0415 -0.0055 -0.0873
17:07:07 03/17/10
7.6 6.341 883.1 5.832 6.703 5.494 5.159 4.603 927.8 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.325 1.323 1.324 1.324 1.324 0.9011 0.6898 0.69 0.69 0.6901 0.6901 0.6902 0.6902 0.6902 0.3506 0.577 0.4636 0.3497 0.3506 0.3505 0.3504 0.3503 0.3502 0.3501 0.35 0.3498 0.3497 0.3505 0.3504 0.3503 0.3502 0.3501 0.35 0.3499
7.6 6.328 2.515 5.815 6.689 5.477 5.14 4.577 2.357 4.19 1.176 1.207 1.236 1.263 1.287 1.308 1.297 1.25 1.192 1.319 1.276 1.222 1.16 0.7181 0.4968 0.4802 0.4628 0.4452 0.4271 0.4085 0.3898 0.3709 -0.009439 0.2446 0.1179 -0.1848 -0.01816 -0.03628 -0.05522 -0.07464 -0.09439 -0.1144 -0.1346 -0.1548 -0.1748 -0.02711 -0.04567 -0.06494 -0.08448 -0.1044 -0.1245 -0.1447
0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P -0.0002105 -0.5148 0.003136 1.0369 -0.0056 -0.0873 D206Z92P 0.0006299 0.001488 0.001552 0.0160 0.0412 0.0290 D207Z88P -0.001196 0.0007198 -7.292e-005 0.0025 -0.0337 0.0221 D208Z84P 0.0002139 -0.0006592 -0.001119 -0.0437 0.0083 0.0206 D209Z79P -8.038e-005 -0.004709 -0.002191 -0.0664 -0.0031 0.0169 D210Z72P 0.0004779 -0.006571 -0.002712 -0.0099 -0.0101 0.0184 D211Z62P 4.462e-005 -0.05909 -0.006204 -0.1205 0.0070 0.0095 D212Z93P 0 0 0 0.0000 0.0000 0.0000 D213Z93P -0.0001727 -0.0004868 0.001981 0.1113 0.0856 0.2881 D214Z9P -0.0005833 -940.4 -63.22 0.0000 0.0000 0.0000 D215Z13P -0.000104 -1000 -139.1 0.0000 0.0000 0.0000 D216Z26P -0.0003738 -877.2 -58.98 0.0000 0.0000 0.0000 D217Z31P 0.0001672 -1000 -130.9 0.0000 0.0000 0.0000 D218Z45P -0.0005711 -923.2 -62.07 0.0000 0.0000 0.0000 D219Z50P 0.0005139 -1000 -137 0.0000 0.0000 0.0000 D220Z68P 0.0002261 -0.02237 -0.003772 -0.3085 -0.0353 0.6840 D221Z55P 0.0002006 -0.02817 -0.003704 0.2569 -0.0548 0.8322 D222Z75P 0.001247 -0.01135 -0.003064 0.0264 -0.0359 0.5518 D223Z81P 0.001218 -0.006488 -0.002207 -0.0237 -0.0394 0.4666 D224Z86P 0.0005892 -0.001399 -0.0009804 -0.0128 -0.0086 0.4006 D225Z90P 0.001642 -0.0005603 0.0001535 -0.0190 -0.0697 0.3418 D226Z9P 0.0002434 -940.4 -63.22 0.0000 0.0000 0.0000 D227Z9P 0.0002438 -0.01581 -0.001228 0.1177 -0.0370 0.5702 D228Z0P 0 0 0 0.0000 0.0000 0.0000 D229Z19P -0.000134 -0.01584 -0.001195 0.0859 -0.0622 0.9661 D230Z26P 0.0005879 -877.2 -58.98 0.0000 0.0000 0.0000 D231Z26P 0.0005975 -0.02326 -0.002077 0.1137 -0.0758 1.1441 D232Z13P 9.505e-005 -0.01722 -0.001371 0.0289 -0.0557 0.7679 D233Z31P 0.0002102 -0.02355 -0.002269 0.0658 -0.0861 1.1978 D234Z36P 4.045e-005 -0.0235 -0.002386 0.1039 -0.0700 1.1223 D235Z45P 0.001402 -0.03153 -0.003495 0.1062 -0.0668 1.0001 D236Z45P 0.001402 -923.2 -62.07 0.0000 0.0000 0.0000 D237Z50P 0.0005584 -0.02968 -0.003633 -0.0275 -0.0714 0.9232 D238Z113P -0.0002615 -0.1488 0.00908 0.5533 0.0080 0.1101 D239Z110P -0.0002813 -0.1174 0.008378 0.5299 -0.0102 0.1398 D240Z107P -0.0003269 -0.08826 0.007508 0.4691 0.0079 0.1695 D241Z103P -0.0002814 -0.06138 0.006452 0.4687 -0.0202 0.1991 D242Z100P -0.0001685 -0.03734 0.00519 0.3394 0.0270 0.2288 D243Z97P 5.479e-005 -0.01693 0.0037 0.4011 -0.0690 0.2584 D244Z98P -0.0004237 -0.02771 0.004504 0.3435 0.0044 0.2436 D245Z105P -0.0001852 -0.07481 0.007028 0.4613 0.0018 0.1843 D246Z112P -0.0002179 -0.1328 0.008768 0.5414 0.0010 0.1250 D247Z95P 0.002218 -0.006013 0.002897 0.2969 0.0015 0.2733 D248Z102P 0.0006323 -0.04819 0.005878 0.4202 -0.0045 0.2140 D249Z108P 0.0001559 -0.1023 0.00799 0.5041 0.0017 0.1546 D250Z115P 0.000153 -0.1646 0.009394 0.5383 0.0051 0.0953 D251Z117P -0.000215 -0.1828 0.006129 0.5342 -0.0552 0.0797 D252Z118P -0.0005901 -0.1925 0.004441 0.6032 -0.0007 0.0747 D253Z119P 2.426e-005 -0.2091 0.004727 0.7076 0.0199 0.0751 D254Z121P 6.074e-005 -0.2268 0.005017 0.7150 -0.0011 0.0756 D255Z122P 0.0001692 -0.2446 0.005229 0.7268 0.0026 0.0760 D256Z124P 0.0001529 -0.2629 0.005443 0.7518 0.0015 0.0764
17:07:07 03/17/10
0.3498 1.44 1.691 1.968 2.316 2.761 3.405 1.9e-015 -1.325 3.522 -0.000104 2.532 0.0001672 2.383 0.0005139 -3.031 -3.883 -2.533 -2.131 -1.826 -1.575 -3.522 -7.022 -7.6 -6.341 -2.532 -5.832 -6.703 -5.494 -5.158 -4.602 -2.382 -4.214 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.323 -1.324 -1.325 -1.325 -0.9019 -0.6906 -0.69 -0.6899 -0.6898 -0.6898
-0.1648 1.441 1.693 1.967 2.311 2.754 3.346 1.325 1.325 -933.3 -993.3 -871.4 -994.5 -918.6 -995.8 3.009 3.855 2.522 2.126 1.825 1.576 -933.3 7.007 7.6 6.325 -871.4 5.81 6.686 5.471 5.135 4.572 -918.6 4.185 1.176 1.208 1.237 1.264 1.288 1.308 1.297 1.25 1.192 1.319 1.277 1.223 1.16 0.7189 0.4975 0.4809 0.4632 0.4454 0.4271
139.8 91.63 87.87 83.77 78.59 71.98 62.39 93.33 93.34 -54.63 -125.8 -32.69 -99.6 -17.5 -86.61 67.95 55.28 75.35 81.32 85.87 89.6 -54.63 8.589 0 18.73 -32.69 26.28 13.34 31.32 36.32 44.57 -17.5 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P 0.00026 D258Z126P 0.0002581 D259Z128P 0.0004012 D260Z131P 0.0005727 D261Z129P 0.0004586 D262Z130P 0.0007497 D263Z141P -0.0003189 D264Z131P 0.0006775 D265Z133P 0.0005595 D266Z134P 0.0004306 D267Z135P 0.0003091 D268Z136P 0.0001905 D269Z137P 7.252e-005 D270Z138P -4.498e-005 D271Z139P -0.0001566 D272Z140P -0.000265 D273Z132P 0.000575 D274Z133P 0.0004547 D275Z134P 0.0003421 D276Z135P 0.0002302 D277Z136P 0.000119 D278Z138P 7.837e-006 D279Z139P -0.0001022 D280Z140P -0.0002108 D281Z92P -0.0006301 D282Z88P 0.001839 D283Z84P 0.0008356 D284Z79P 0.001518 D285Z72P 0.0013 D286Z62P 0.000426 D287Z93P 0 D288Z9P -940.3 D289Z13P 188.3 D290Z26P -877.2 D291Z31P 192.8 D292Z45P -923.2 D293Z50P 190.8 D294Z9P 940.3 D295Z26P 877.2 D296Z45P 923.2 D297Z131P -0.0003065 D298Z133P -0.0003014 D299Z134P -0.0002446 D300Z135P -0.0002002 D301Z136P -0.0001534 D302Z137P -0.0001075 D303Z138P -6.17e-005 D304Z139P -1.646e-005 D305Z140P 2.838e-005
-0.2818 -0.3007 -0.3199 -0.3607 -0.3329 -0.3465 -0.5347 -0.3693 -0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248 -0.3782 -0.3966 -0.4157 -0.4351 -0.4548 -0.4748 -0.4949 -0.5148 0.0005412 -0.001383 -0.004288 -0.009669 -0.01206 -0.06203 0 -0.01567 -0.01453 -0.02319 -0.02327 -0.03149 -0.02959 -0.01403 -0.02281 -0.03076 -0.3693 -0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
0.005593 0.7626 0.0023 0.005748 0.7694 0.0021 0.005857 0.7755 0.0065 0.002049 0.8633 0.0070 0.004643 0.7625 0.0007 0.003353 0.8056 -0.0111 0.003068 1.0270 -0.0056 0.00221 0.9049 0.0003 0.002493 0.9508 -0.0057 0.002704 0.9880 -0.0053 0.002854 1.0025 -0.0054 0.002959 1.0209 -0.0054 0.003027 1.0319 -0.0055 0.003059 1.0380 -0.0055 0.003067 1.0281 -0.0055 0.003068 1.0282 -0.0056 0.00237 0.9314 -0.0076 0.002616 0.9712 -0.0072 0.002792 0.9965 -0.0067 0.002916 1.0116 -0.0064 0.003002 1.0271 -0.0064 0.003051 1.0365 -0.0063 0.003067 1.0334 -0.0059 0.003068 1.0275 -0.0056 0.001303 0.0098 -0.0721 -0.000448 0.0211 0.0011 -0.001581 -0.0478 -0.0447 -0.002684 -0.0237 -0.0346 -0.003135 0.0140 -0.0335 -0.006264 -0.0591 -0.0540 0 0.0000 0.0000 63.22 0.0000 0.0000 -12.66 0.0000 0.0000 58.97 0.0000 0.0000 -12.97 0.0000 0.0000 62.06 0.0000 0.0000 -12.83 0.0000 0.0000 -63.22 0.0000 0.0000 -58.98 0.0000 0.0000 -62.07 0.0000 0.0000 -0.0085 0.9098 0.0009 -0.008814 0.9516 0.0028 -0.009053 0.9902 0.0023 -0.009221 1.0002 0.0024 -0.009343 1.0206 0.0024 -0.009426 1.0321 0.0024 -0.009472 1.0404 0.0024 -0.009482 1.0258 0.0023 -0.009484 1.0277 0.0023
Joint Support Reactions for Load Case "COMBO 1-5":
17:07:07 03/17/10
0.0769 0.0773 0.0777 0.0581 0.0753 0.0659 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.0581 0.3096 0.3694 0.4316 0.5073 0.6027 0.7482 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678 0.1678
-0.6897 0.4082 125.1 -0.6897 0.3893 126.5 -0.6896 0.3701 127.9 -0.3494 -0.01072 130.9 -0.5762 0.2438 128.9 -0.4626 0.1169 129.9 -0.3503 -0.1847 140.9 -0.3493 -0.0193 131.4 -0.3494 -0.0373 132.6 -0.3496 -0.05608 133.7 -0.3497 -0.07536 134.8 -0.3498 -0.09494 135.9 -0.3499 -0.1148 137 -0.35 -0.1349 138.1 -0.3502 -0.1549 139.2 -0.3503 -0.1748 140.3 -0.3494 -0.02819 132 -0.3495 -0.04659 133.1 -0.3497 -0.06569 134.2 -0.3498 -0.0851 135.3 -0.3499 -0.1048 136.4 -0.35 -0.1248 137.5 -0.3501 -0.1449 138.7 -0.3502 -0.1648 139.8 -1.44 1.44 91.63 -1.69 1.691 87.87 -1.967 1.963 83.77 -2.314 2.306 78.59 -2.759 2.748 71.98 -3.404 3.343 62.39 -1.325 1.457e-011 93.33 -947.4 3.507 71.81 181.6 -0.01453 0.6774 -883.1 2.51 85.26 187.3 -0.02327 18.35 -927.8 2.352 106.6 186.6 -0.02959 37.52 933.3 -3.537 -54.63 871.4 -2.556 -32.69 918.6 -2.414 -17.49 -0.3503 -0.7193 131.4 -0.3503 -0.7373 132.5 -0.3502 -0.7561 133.7 -0.3502 -0.7754 134.8 -0.3502 -0.7949 135.9 -0.3501 -0.8148 137 -0.3501 -0.8349 138.1 -0.35 -0.8549 139.2 -0.35 -0.8748 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.90 0.0 0.58 0.0 198.67 0.0 0.0 198.67 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 20.33 0.0 53.06 0.0 231.85 0.0 0.0 238.71 0.0 -3.35 0.0 -1.5 0.0 -3.58 0.0 0.0 D29Z0P -16.35 0.0 42.86 0.0 187.27 0.0 0.0 192.81 0.0 -2.47 0.0 1.0 0.0 -0.27 0.0 0.0 D137Z93P -0.00 0.0 150.84 0.0 47.96 0.0 0.0 158.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 0.95 0.0 28.33 0.0 -25.43 0.0 0.0 38.08 0.0 -2.95 0.0 -0.8 0.0 -0.26 0.0 0.0 D212Z93P 1.78 0.0 0.58 0.0 -74.40 0.0 0.0 74.42 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -2.18 0.0 36.62 0.0 -49.94 0.0 0.0 61.96 0.0 -3.80 0.0 1.3 0.0 -3.07 0.0 0.0 D287Z93P -0.00 0.0 167.38 0.0 46.46 0.0 0.0 173.71 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.5807 -0.8658 0.8982 -0.0000 -197.8012 0.0000 0.0000 0.0000 D1Z93P 0.0000 -1.2532 -1.8622 0.0000 1.2532 1.8621 0.0001 -0.0006 -0.0069 D2Z0P 0.0000 -1.8892 -2.8141 -20.3306 -51.1662 -229.0329 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.8892 -2.8141 0.0000 0.9488 2.8773 0.0005 -940.3600 63.2204 D4Z13P 0.0000 -1.8892 -2.8141 -0.0000 0.1968 2.9278 -0.0002 -1000.0000 113.7786 D5Z19P -0.5646 -6.8774 -8.6372 0.5646 6.8774 8.6372 -0.0010 -0.0168 -0.0010 D6Z26P 0.0000 -1.7624 -2.8810 -0.0000 0.8852 2.9400 -0.0006 -877.2480 58.9756 D7Z31P 0.0000 -1.7624 -2.8810 -0.0000 0.2008 2.9860 -0.0009 -1000.0000 104.9885 D8Z26P -0.5727 -5.0342 -5.8231 0.5727 5.0342 5.8231 -0.0006 -0.0229 -0.0010 D9Z13P -0.1455 -2.7205 -4.3117 0.1455 2.7205 4.3117 -0.0003 -0.0167 -0.0004 D10Z31P -0.9159 -6.9952 -7.6810 0.9159 6.9951 7.6810 -0.0009 -0.0236 -0.0012 D11Z36P 0.0000 -5.0732 -6.1519 -0.0000 5.0731 6.1519 -0.0011 -0.0238 -0.0014 D12Z45P 0.0000 -1.8548 -2.8509 -0.0000 1.8547 2.8509 -0.0015 -0.0308 -0.0008 D13Z45P 0.0000 -1.8548 -2.8509 -0.0000 0.9315 2.9129 -0.0015 -923.2266 62.0665 D14Z50P 0.0000 -1.8548 -2.8509 -0.0000 0.1991 2.9622 -0.0013 -1000.0000 111.3057 D15Z55P 0.0000 -4.4539 -6.8412 -0.0000 4.4539 6.8412 -0.0012 -0.0284 -0.0009 D16Z68P 0.0000 -9.9102 -6.3306 -0.0000 9.9102 6.3306 -0.0020 -0.0164 -0.0015 D17Z68P 0.0000 -9.9102 -6.3306 -0.0000 9.9102 6.3306 -0.0008 -0.0219 -0.0011 D18Z55P 0.0000 -10.1865 -7.2972 -0.0000 10.1865 7.2972 -0.0015 -0.0233 -0.0011 D19Z75P 0.0000 -2.4632 -3.4757 -0.0000 2.4632 3.4757 -0.0005 -0.0069 -0.0023 D20Z75P 0.0000 -8.5800 -3.9317 -0.0000 8.5799 3.9317 -0.0019 -0.0135 -0.0017 D21Z81P 0.0000 -2.0041 -2.8153 -0.0000 2.0041 2.8153 -0.0007 -0.0013 -0.0033 D22Z81P 0.0000 -2.0041 -2.8153 -0.0000 2.0041 2.8153 -0.0011 -0.0049 -0.0029 D23Z86P 0.0000 -1.5665 -2.2294 -0.0000 1.5665 2.2294 -0.0011 -0.0024 -0.0038 D24Z86P 0.0000 -1.5665 -2.2294 -0.0000 1.5665 2.2294 -0.0000 0.0011 -0.0043 D25Z90P 0.0000 -1.3723 -2.0018 0.0000 1.3724 2.0018 0.0007 0.0017 -0.0054 D26Z90P 0.0000 -1.3723 -2.0018 -0.0000 1.3723 2.0018 -0.0012 0.0002 -0.0051 D27Z93P 0.0000 -1.2532 -1.8622 -0.0000 1.2532 1.8622 -0.0001 -0.0007 -0.0067 D28Z50P 0.0000 -1.8548 -2.8509 -0.0000 1.8547 2.8509 -0.0013 -0.0296 -0.0008 D29Z0P 0.0000 -1.8892 -2.8141 16.3515 -40.9742 -184.4570 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.8892 -2.8141 -0.0000 0.9488 2.8773 -0.0007 -940.3585 63.2204 D31Z19P 0.0000 -3.6516 -5.6951 0.0000 3.6516 5.6951 0.0003 -0.0131 -0.0009
17:07:07 03/17/10 Designed by
Helman O. Mozo
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Job
233 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
234 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
235 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
1.7624 1.8547 1.8547 9.9102 4.4539 2.4632 2.0041 1.5665 1.3723 1.8892 7.4512 -26.4397 3.6516 1.7624 1.7624 1.8892 1.7624 3.6172 1.8547 1.8547 1.8547 0.6491 0.6451 0.6682 0.6638 0.6324 0.5807 1.2131 3.1413 1.2944 0.5807 1.2963 1.3134 1.2388 0.5895 0.8745 0.5706 3.6159 0.5734 0.5666 3.6261 0.5612 0.5241 0.3338 0.2430 0.2430 0.0972 0.0904 0.0906 0.0907 0.0909 0.0910
2.8681 -192.8239 2.7888 -923.1984 2.8380 -190.8036 6.3306 0.0014 6.8412 0.0010 3.4756 0.0003 2.8153 0.0001 2.2294 0.0002 2.0018 -0.0012 2.8773 940.3465 3.2701 -0.0006 28.2445 0.0000 5.6951 0.0001 2.9400 877.2272 2.8810 -0.0004 2.8141 -0.0004 2.8810 0.0001 5.7319 0.0004 2.8509 -0.0006 2.9129 923.1971 2.8509 0.0005 0.9287 -0.0004 0.9287 -0.0005 0.9916 -0.0004 0.9916 -0.0004 0.9287 -0.0004 0.8658 -0.0004 1.7945 -0.0001 3.5673 -0.0005 1.8575 -0.0005 0.8658 -0.0024 1.9204 -0.0013 1.9204 -0.0009 1.8570 -0.0008 0.9283 -0.0006 1.5270 -0.0002 1.1750 0.0000 2.5205 -0.0000 1.1525 0.0001 1.1393 0.0001 2.4941 0.0002 1.1261 0.0002 0.8441 0.0002 0.3968 0.0006 0.2811 0.0003 0.2811 0.0002 0.1239 -0.0003 0.1157 0.0006 0.1157 0.0005 0.1157 0.0004 0.1157 0.0003 0.1157 0.0002
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Helman O. Mozo
Page
Job
236 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
0.0911 0.0913 0.0914 0.0972 0.1814 0.1817 3.0401 0.1823 0.1826 0.1829 3.0609 0.1891 0.6725 4.6444 4.7718 1.1374 1.3258 8.4783 -0.0000 1.2532 0.9488 -0.1798 0.8852 -0.1849 0.9315 -0.1825 9.9102 4.4539 2.4632 2.0041 1.5665 1.3723 0.9488 5.5013 -34.7264 4.6487 0.8852 2.7738 2.7205 5.1078 3.6171 1.8547 0.9315 1.8547 0.6491 0.6451 0.6682 0.6638 0.6324 0.5807 1.2131 3.1413
0.1157 0.1157 0.1157 0.1239 0.2314 0.2314 1.4698 0.2314 0.2314 0.2314 1.4698 0.2396 0.9964 1.4615 1.6800 1.5914 1.8843 4.4463 75.2609 1.8622 2.7508 2.6750 2.8221 2.7501 2.7888 2.7139 6.3306 6.8412 3.4756 2.8153 2.2294 2.0018 2.7508 5.7562 52.7553 8.0488 2.8221 5.2347 4.3117 5.8231 5.7319 2.8509 2.7888 2.8509 0.9287 0.9287 0.9916 0.9916 0.9287 0.8658 1.7945 3.5673
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Helman O. Mozo
Page
Job
237 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
1.8575 -0.0002 0.8658 0.0022 1.9204 0.0006 1.9204 0.0002 1.8570 0.0002 0.9283 -0.0002 1.5270 -0.0006 1.1750 0.0000 2.5205 0.0001 1.1525 0.0002 1.1393 0.0002 2.4941 0.0003 1.1261 0.0003 0.8441 0.0004 0.3968 0.0006 0.2811 0.0005 0.2811 0.0007 0.1239 -0.0003 0.1157 0.0007 0.1157 0.0006 0.1157 0.0004 0.1157 0.0003 0.1157 0.0002 0.1157 0.0001 0.1157 -0.0000 0.1157 -0.0002 0.1239 -0.0003 0.2314 0.0006 0.2314 0.0005 1.4698 0.0003 0.2314 0.0002 0.2314 0.0001 0.2314 0.0000 1.4698 -0.0001 0.2396 -0.0002 0.9964 -0.0006 1.4615 0.0018 1.6800 0.0008 1.5914 0.0015 1.8843 0.0013 4.4463 0.0004 -45.5892 0.0000 2.8773 -940.3452 2.8014 188.3409 2.9400 -877.2244 2.8681 192.8239 2.9129 -923.1940 2.8380 190.8036 2.7508 940.3465 2.8221 877.2246 2.7888 923.1943 0.1157 -0.0003
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0.0088 0.0029 0.0059 0.0080 0.0094 0.0061 0.0044 0.0047 0.0050 0.0052 0.0054 0.0056 0.0057 0.0059 0.0020 0.0046 0.0034 0.0031 0.0022 0.0025 0.0027 0.0029 0.0030 0.0030 0.0031 0.0031 0.0031 0.0024 0.0026 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0013 -0.0004 -0.0016 -0.0027 -0.0031 -0.0063 0.0000 63.2164 -12.6626 58.9737 -12.9654 62.0635 -12.8301 -63.2178 -58.9771 -62.0680 -0.0085
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
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0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1238
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 32.56 -14141.15 -1779.47 5851.90 345.19 -4831.56 -836.00 D128P 32.56 -5851.91 -345.20 -3236.54 -2331.95 -4452.46 -1311.54 D129P 32.56 1598.79 784.49 1095.98 15.92 1343.56 399.07 D130P 32.56 -432.07 -92.85 873.66 -1325.99 179.37 -576.34 D131P 32.55 826.23 -1044.50 -729.28 1242.12 29.77 60.69 D132P 32.55 -651.40 1745.86 5359.81 -9116.31 1162.87 -1820.34 D133P 32.55 -5359.82 9116.32 -8127.07 14848.70 -2417.17 4295.10 D134P 32.55 1084.93 2000.67 5020.83 9195.11 1232.93 2260.75 D135P 32.55 1084.93 -2000.67 -292.24 520.08 136.53 -255.01 D136P 32.55 292.24 -520.08 401.05 -762.14 83.61 -154.63 D137P 32.55 -401.05 762.14 -62.10 33.76 -92.21 158.47 D138P 32.55 62.10 -33.76 -178.64 726.40 -23.04 136.95 D139P 32.55 178.64 -726.40 244.55 -896.99 55.80 -214.05 D140P 32.55 -244.55 896.99 -213.52 293.15 -84.53 219.61 D141P 32.55 213.52 -293.15 -566.73 1574.81 -74.03 268.61 D142P 32.55 566.73 -1574.81 1046.27 -2467.20 186.93 -468.44 D143P -136.01 -6284.36 36783.07 -2492.95 15877.27 -5287.54 31723.09 D144P -207.30 -402.65 -2483.15 6313.65 567.88 5585.79 -1809.90 D145P -136.01 8744.50 -11254.11 6284.37 -36783.07 9026.35 -28851.16 D146P -136.01 2492.95 -15877.26 -4146.89 6932.13 -996.35 -5388.63 D147P -136.01 1148.98 -7137.69 -1686.86 -1169.48 -324.03 -5004.32 D148P -136.01 683.57 -3328.64 -1133.60 -1649.97 -271.10 -2999.16 D149P -38.20 330.75 731.92 808.99 828.95 802.23 1098.65 D150P -38.20 -157.10 3527.34 4891.05 4037.81 3332.09 5324.89 D151P 14.57 527.86 330.06 392.31 134.43 914.51 461.64 D152P -0.00 503.45 -632.77 -274.05 -736.47 413.74 -2469.57 D153P -0.00 43.50 -125.97 -17.81 -97.37 46.34 -402.81 D154P -207.30 -402.64 2483.14 -2271.08 -222.09 -1263.31 1068.33 D155P 32.55 -5020.84 -9195.11 -8127.07 -14848.70 -1839.51 -3363.94 D156P 32.55 729.28 -1242.12 651.40 -1745.86 407.95 -882.86 D157P 32.56 -873.66 1325.99 -826.23 1044.50 -620.27 864.97 D158P 32.56 -1095.98 -15.92 432.07 92.85 -314.85 36.49 D159P 32.56 3236.54 2331.95 -1598.79 -784.49 946.09 893.93 D160P -136.01 4146.90 -6932.13 65.75 956.16 2537.74 -3599.98 D161P -136.01 -65.74 -956.17 1120.46 -11686.72 635.38 -7616.20 D162P -136.01 -1120.46 11686.72 -1148.97 7137.69 -1367.12 11340.01 D163P -136.01 1686.87 1169.48 -77.05 3052.72 969.77 2543.49
-0.0003 -0.0002 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000
-0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
-0.0088 -0.0091 -0.0092 -0.0093 -0.0094 -0.0095 -0.0095 -0.0095
Helman O. Mozo
Page
Job
239 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-136.01 -136.01 -136.01 -136.01 -38.20 -38.20 -38.20 -38.20 -38.20 14.56 14.56 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 13.80 -213.31 -611.06 -213.31 -213.31 -213.31 -213.31 20.19 20.19 -29.70
77.06 -3052.72 67.29 -67.28 5404.70 -683.56 1133.61 1649.97 343.88 -343.87 -2865.65 1413.81 -174.98 -1339.24 157.12 -362.77 925.83 174.99 -808.97 -828.95 362.79 -722.65 -716.64 -330.74 605.31 141.20 722.66 -392.32 -134.44 -268.69 268.68 -534.84 803.42 94.84 -474.05 -101.94 159.31 -364.22 -73.84 38.71 -261.14 -35.85 83.40 -185.69 -38.20 42.68 -70.20 22.66 -37.36 -25.59 32.03 24.01 -5.22 14.97 274.07 736.47 -94.82 101.96 409.73 -159.29 73.86 308.36 -38.69 35.87 216.98 -83.38 38.22 155.06 -43.48 17.83 97.37 -42.67 -22.64 44.04 37.37 -32.01 8.72 -23.99 -14.95 2.57 0.02 6470.28 -2398.80 -2405.91 2405.91 -239.07 1270.91 -2316.23 -597.52 -3307.45 -1597.75 -2049.91 -1336.42 -843.28 -681.62 335.47 281.58 1645.93 -5520.67 5520.67 9110.86 8281.47 -985.06 2038.53 -5187.25 -985.06 -2038.52 610.68 -610.68 -557.40 -660.04 660.04 788.41 -6.72 6.72 -29.79 585.86 -585.86 -741.79 -702.67 702.67 979.62 210.41 -210.41 -297.27 1051.17 -1051.17 -1763.36 -1530.25 7137.48 -15853.23 1700.87 -48.50 -1337.05 -4972.85 2885.66 6264.70 -7137.47 -1700.86 8568.69 1487.97 -447.87 4874.20 -27.10 -59.39 2576.53 -871.20 -60.56 534.25 523.00 79.40 534.97 5092.27 -304.16 -310.80 -240.67
-5404.70 3328.64 2865.65 -1797.99 -3527.34 1339.24 -925.83 -731.92 716.64 534.83 -90.29 -409.73 -308.36 -216.98 -155.06 -44.04 -8.72 -2.57 474.05 364.22 261.14 185.69 125.97 70.20 25.59 5.22 -0.00 239.07 -3301.19 -1472.19 -2144.82 1421.01 -9110.86 14839.25 9284.98 557.40 -788.41 29.79 741.79 -979.62 297.27 1763.36 -2650.11 -8568.69 2143.37 15853.23 964.07 2632.11 1517.30 728.46 -1940.42 -152.34
17:07:07 03/17/10
86.96 -5094.83 -452.32 5261.05 890.05 2720.25 644.54 -2809.42 -12.58 -3425.44 -132.17 1594.32 -314.06 -1235.14 -741.45 -1019.60 934.72 603.81 -656.95 397.93 1065.51 -621.29 -12.82 -1593.98 154.14 -1213.08 5.17 -862.34 81.51 -614.59 117.85 -206.05 -9.60 -61.88 70.29 -14.04 323.30 2183.30 -103.40 1395.90 63.42 1027.16 -85.70 726.26 -9.49 506.86 -44.80 302.22 26.58 125.59 -101.01 25.14 -26.93 4.63 2369.00 -1258.84 1801.29 -1734.38 -2803.84 -1031.91 -1191.86 -1703.90 -155.94 227.06 -1293.94 -1843.67 2473.67 4292.43 -1246.37 2286.54 -64.48 -255.10 -153.24 -162.30 130.08 162.90 117.16 140.78 -169.90 -226.98 168.49 235.62 176.21 307.26 -299.17 -511.49 5324.31 -14712.00 -4745.10 761.97 -2553.64 13284.04 -128.25 5742.63 -286.13 4521.87 -560.60 2466.16 325.50 888.78 3640.19 -989.26 -541.48 -460.30
Helman O. Mozo
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Job
240 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -611.06 13.80 13.80 13.80 13.80 13.80 -213.31 -213.31 -213.31 -213.31 -213.31 -213.31 -213.31 -213.31 20.19 20.19 20.19 20.19 20.18 -29.71 -29.71 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -743.20 -743.20 -743.22 -743.23 -743.25 -743.27 -743.28 -743.31 -743.32 -743.34 -743.36 509.91 1202.02
611.15 20.35 -48.51 5187.26 -335.47 1336.42 3307.45 -1270.91 -1487.97 1291.41 3012.48 27.11 363.37 1452.58 871.21 -508.20 -40.68 -617.37 -522.98 -130.47 -5.22 240.68 -182.01 159.71 83.52 -91.58 30.52 -7.30 -165.10 -21.79 52.71 159.96 174.48 140.28 65.25 44.28 77.39 63.29 4.93 7044.49 2520.64 -2352.37 -1597.81 -954.63 180.52 4888.90 -866.54 -866.54 -642.01 684.42 -1.76 -726.53
347.11 -0.20 1337.04 -9284.98 -1421.01 2144.82 1472.19 3301.19 -964.07 3192.55 -6586.37 -2632.11 3208.71 -3876.54 -1517.30 2271.99 -973.72 881.04 -728.46 134.98 -435.38 152.34 -541.92 -80.73 19.07 -4.29 1.24 0.15 0.19 0.18 133.19 -30.83 7.39 -1.52 0.52 -0.02 0.17 0.19 0.09 3035.19 767.71 472.31 2031.21 863.15 -1632.29 -8395.16 -1933.99 1933.99 569.90 -798.75 134.68 1013.05
-52.69 -133.19 1007.24 -44.26 0.02 -43.12 1634.97 -1317.86 749.59 8281.46 -14839.25 1884.39 -281.58 -1645.93 -182.32 843.28 681.62 795.35 1597.75 2049.91 2326.19 2316.23 597.52 603.85 -1291.40 -3192.55 -1674.32 -3012.47 6586.37 -1036.78 447.88 -4874.20 2084.55 -363.36 -3208.71 -202.56 -1452.58 3876.54 -656.15 59.40 -2576.53 910.83 508.21 -2271.99 830.98 140.07 2172.14 -221.77 -79.39 -534.97 -84.51 40.69 973.72 -405.91 617.38 -881.04 66.45 60.57 -534.24 -49.20 130.49 -134.98 88.17 182.02 541.91 420.10 -677.58 184.31 -854.31 -159.95 30.83 -0.42 -174.47 -7.39 -164.03 -140.27 1.52 -418.16 -65.23 -0.52 -62.60 -77.37 -0.17 -152.73 -63.27 -0.19 -411.90 -4.91 -0.09 -48.16 -159.70 80.73 -192.97 -83.50 -19.07 137.90 91.60 4.29 479.90 -30.50 -1.24 198.00 -20.34 0.20 81.00 7.32 -0.15 93.07 165.12 -0.19 437.40 21.81 -0.18 153.49 0.02 0.00 8.92 -2520.64 -767.71 2636.82 1702.86 2900.76 2069.10 -3729.90 2206.45 -3032.49 -843.08 1328.12 -991.49 -7.07 -847.83 -295.33 -4888.90 8395.16 -1162.86 7506.55 -14087.06 2221.56 -4714.81 -8854.45 -1127.04 642.01 -569.90 -38.67 -684.42 798.75 -159.96 1.76 -15.52 136.62 726.53 -947.25 143.30 -844.46 1293.93 -207.14
17:07:07 03/17/10
385.83 -0.31 9.06 -3375.19 -906.19 1031.34 1670.29 2252.20 -2503.99 5890.92 -6903.96 -3518.56 4268.22 -3887.39 -2282.71 2677.19 -1061.92 1305.51 -1132.88 -281.03 -401.46 689.98 -355.41 -90.00 21.07 -4.99 1.30 -0.04 0.01 0.16 385.83 -90.00 21.07 -4.99 1.30 -0.31 -0.04 0.01 0.16 1321.65 1797.19 1335.57 1364.56 4.71 1670.28 -4029.35 -2178.50 234.94 165.05 -162.12 -160.66 304.19
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P 1884.40 844.46 D503P 2040.09 -253.62 D504P 3393.28 -1173.53 D505P -452.57 7188.81 D506P -89.72 338.45 D507P -452.57 2794.89 D508P -452.56 -1573.57 D509P -452.55 -432.47 D510P -452.53 -99.28 D511P 11.98 388.89 D512P 11.97 -75.09 D513P -14.19 -429.81 D514P -0.02 333.19 D515P -0.01 43.67 D516P -89.72 338.44 D517P -743.29 4714.81 D518P -743.26 7.07 D519P -743.24 843.08 D520P -743.22 3729.90 D521P -743.21 -1702.86 D522P -452.56 -1528.22 D523P -452.55 1304.30 D524P -452.55 3052.20 D525P -452.54 31.09 D526P -452.54 392.34 D527P -452.54 1492.20 D528P -452.53 716.58 D529P -452.53 -69.75 D530P 11.97 -269.97 D531P 11.98 -269.43 D532P 11.98 -884.26 D533P 11.98 -702.49 D534P 11.98 419.45 D535P -14.19 334.09 D536P -14.19 -174.88 D537P -0.02 136.32 D538P -0.01 148.76 D539P -0.01 41.37 D540P -0.01 82.75 D541P -0.01 42.61 D542P -0.00 -37.34 D543P -0.00 24.03 D544P -0.02 209.68 D545P -0.02 117.43 D546P -0.01 69.92 D547P -0.01 36.87 D548P -0.01 37.98 D549P -0.01 17.88 D550P -0.01 -22.67 D551P -0.00 -32.00 D552P -0.00 -14.94 D670P -1151.78 -14318.55
-1229.05 411.31 2198.51 15948.32 2201.47 -7167.52 -8563.75 -4907.72 -2618.67 637.75 3228.81 -163.19 -458.96 -100.70 -2201.46 8854.46 847.83 -1328.12 -2206.45 -2900.76 878.86 -3250.62 6555.43 2596.01 -3229.26 3871.52 1438.04 -2165.84 -1184.13 819.21 -709.85 -621.18 188.40 88.77 551.34 -421.55 -319.21 -224.11 -157.39 -48.02 -11.99 -0.25 653.93 363.76 264.28 187.18 128.26 73.65 23.33 2.24 -0.70 4133.12
253.62 -396.51 202.62 -299.95 1173.53 -2069.85 192.80 -347.60 -1765.96 3305.96 -340.66 637.92 1573.57 8563.75 5278.55 14766.31 -7050.35 346.54 -6342.64 2407.83 -7188.81 -15948.32 -2638.99 -13883.38 1528.23 -878.86 -27.31 -5688.32 -31.08 -2596.01 -279.25 -4520.32 -716.57 -1438.04 -491.47 -2443.80 884.27 709.85 896.14 948.53 4732.38 5238.33 3278.13 5959.78 -334.08 -88.77 -759.20 -250.40 -209.67 -653.93 222.78 -2007.23 -17.86 -73.65 46.55 -314.47 2266.96 1295.53 1231.03 -428.05 7506.54 14087.06 1709.87 3209.72 -180.52 1632.29 -51.25 732.80 954.63 -863.15 655.97 -799.57 1597.81 -2031.21 2526.56 -2009.62 2352.37 -472.31 375.21 -1948.54 -1304.29 3250.62 -1706.33 2487.64 -3052.19 -6555.43 -1052.95 -5907.26 432.48 4907.72 2099.20 6905.51 -392.33 3229.26 -217.61 3509.20 -1492.19 -3871.52 -662.56 -4277.58 99.29 2618.67 958.73 3909.75 69.76 2165.84 473.70 2171.01 742.28 -2463.70 405.14 -2788.88 75.10 -3228.81 -137.16 -3106.14 269.98 1184.13 0.39 1410.10 269.44 -819.21 -432.75 -1076.26 -388.88 -637.75 -768.18 -886.12 702.50 621.18 789.71 569.85 174.89 -551.33 505.85 -459.72 -560.13 87.81 -730.49 635.23 -117.41 -363.76 34.10 -1416.39 -69.90 -264.28 142.24 -1052.39 -36.85 -187.18 8.14 -741.81 -37.97 -128.26 80.78 -515.19 22.69 -23.33 117.77 -128.67 32.02 -2.24 -9.61 -25.67 14.96 0.70 70.31 0.81 -136.30 421.55 132.34 1939.74 -148.75 319.21 -56.48 1231.82 -41.35 224.11 51.52 880.86 -82.74 157.39 -82.72 621.47 -43.65 100.70 -10.22 412.95 -42.60 48.02 -44.59 219.44 37.36 11.99 26.50 63.71 -24.01 0.25 -101.02 4.50 0.02 0.00 -26.91 -1.26 6250.05 -947.61 -4702.89 1856.74
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-1151.78 -1151.81 -1151.83 -1151.86 -1151.89 -1151.91 -1151.96 -1151.99 -1152.01 -1152.05 1298.36 2524.05 3732.50 3888.20 3888.18 -755.38 121.45 -755.39 -755.37 -755.34 -755.32 -64.79 -64.81 17.34 -0.05 -0.02 121.44 -1151.93 -1151.88 -1151.85 -1151.82 -1151.80 -755.36 -755.35 -755.35 -755.34 -755.33 -755.32 -755.32 -755.31 -64.80 -64.80 -64.80 -64.79 -64.79 17.34 17.35 -0.05 -0.04 -0.04 -0.03 -0.02
-6250.05 947.61 -2575.76 3813.09 -4323.79 2332.28 3045.12 506.73 2690.98 1075.07 2859.89 788.65 1699.46 2333.11 1052.76 1994.63 1117.95 1757.93 -342.35 -256.71 1615.00 810.72 390.82 170.13 4768.77 3876.19 7742.75 11657.20 3090.07 3836.40 -7742.75 -11657.20 -8191.73 -14834.38 -2855.84 -4747.92 1047.01 -1964.67 4870.09 -9035.96 1194.83 -2221.35 1047.01 1964.66 -348.48 -551.74 120.31 243.35 348.48 551.74 449.30 783.22 96.21 160.99 -449.30 -783.22 -62.46 84.91 -101.89 -139.04 62.46 148.08 -368.08 -925.54 -60.43 -153.72 368.08 1042.09 428.12 1217.38 104.98 297.92 -428.12 -1102.48 -268.31 -349.68 -128.51 -267.96 268.31 364.49 -721.72 -1942.89 -95.03 -330.80 721.72 1942.89 1342.98 3040.57 239.28 577.54 -5906.97 -36953.11 -2559.20 -15844.31 -5100.11 -31805.68 -38.93 1065.58 6543.09 -640.91 6146.32 401.30 7138.23 13111.27 5906.98 36953.11 7834.96 30068.70 2559.21 15844.31 -4145.53 -7036.26 -955.61 5306.05 1172.14 7178.58 -1691.84 1109.09 -313.08 4992.57 638.41 3536.34 -1027.21 1139.04 -234.22 2816.49 13.42 611.13 600.05 847.95 431.80 1027.01 281.42 606.59 5085.65 -4167.69 3777.72 -2506.55 271.85 514.16 242.14 193.45 510.83 703.27 441.23 286.71 -47.41 -109.24 710.30 320.08 36.98 -0.16 -28.65 -0.04 15.03 -0.35 -38.92 -1065.57 -2582.57 3081.92 -1238.63 952.71 -4870.09 9035.96 -8191.73 14834.38 -1827.46 3339.67 -1615.00 -810.72 -4768.77 -3876.19 -1886.22 -1384.85 -1052.76 -1994.63 342.35 256.71 -259.22 -634.15 -2690.98 -1075.07 -1699.46 -2333.11 -2082.07 -1616.26 2575.76 -3813.09 -3045.12 -506.73 -271.14 -2495.46 4145.53 7036.27 65.37 -1018.92 2536.69 3624.91 -65.36 1018.92 1092.02 11665.35 618.47 7641.12 -1092.02 -11665.35 -1172.13 -7178.58 -1363.94 -11351.76 1691.85 -1109.09 -98.02 -3035.15 960.14 -2496.53 98.03 3035.15 15.99 5500.23 68.68 5141.79 -15.98 -5500.23 -638.40 -3536.34 -394.21 -5443.72 1027.22 -1139.04 362.86 -2049.76 837.40 -1920.96 -362.85 2049.76 -288.37 3940.69 -392.30 3608.71 -152.85 -1201.18 -281.40 -606.59 -305.66 -1272.43 -522.21 1003.77 152.86 1201.18 -259.97 1552.00 -600.04 -847.95 522.22 -1003.77 -54.77 -1303.38 -170.48 137.33 -13.41 -611.13 -129.43 -333.50 -168.64 -553.10 170.49 -137.33 1.30 -485.97 -242.15 -193.45 -169.32 -559.41 -408.94 -748.24 169.31 559.42 514.72 -107.87 679.83 448.78 184.07 -68.22 -129.46 26.05 98.49 -76.06 114.21 16.12 -145.86 -6.28 -57.09 17.75 -67.46 -3.56 -120.17 1.29 -338.42 -4.10 49.31 0.98 -47.57 -0.41 3.13 1.02 7.24 0.23 -64.22 -0.21 -102.76 0.03
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00
-156.15 -18.48 47.43 129.47 145.88 120.19 47.59 28.66 64.24 58.54 2.89
0.19 0.11 109.24 -26.05 6.28 -1.29 0.41 0.04 0.21 0.15 0.06
-58.52 -2.87 -184.05 -114.19 67.48 -49.29 -36.96 -7.22 156.17 18.50 0.02
-0.15 -0.06 68.22 -16.12 3.56 -0.98 0.16 -0.23 -0.19 -0.11 -0.00
17:07:07 03/17/10
-387.18 -38.51 -246.42 27.56 384.82 127.87 19.16 38.67 397.52 138.94 5.24
0.07 0.10 320.08 -76.06 17.75 -4.10 1.02 -0.34 0.03 0.07 0.10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 6 "COMBO 1-6"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 1-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P -0.0004491 -0.0002206 0.002116 -0.0886 -0.1355 -0.1127 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P -0.01376 940.3 -63.22 0.0000 0.0000 0.0000 -3.536 933.3 -54.63 D4Z13P -0.01424 188.3 -12.66 0.0000 0.0000 0.0000 -0.01424 181.6 0.6774 D5Z19P -0.01673 -0.000732 -0.001121 -0.0007 -0.0277 -0.0066 -6.357 -6.341 18.73 D6Z26P -0.0234 877.2 -58.98 0.0000 0.0000 0.0000 -2.556 871.4 -32.69 D7Z31P -0.02373 192.8 -12.97 0.0000 0.0000 0.0000 -0.02373 187.3 18.35 D8Z26P -0.02358 -0.0001493 -0.001069 -0.0017 -0.0347 -0.0095 -5.856 -5.833 26.28 D9Z13P -0.01648 -5.501e-005 -0.000479 0.0112 0.0001 -0.0068 -6.72 -6.703 13.34 D10Z31P -0.02415 -0.0004434 -0.001231 0.0031 0.0080 -0.0150 -5.518 -5.495 31.32 D11Z36P -0.02438 -0.0007509 -0.001404 0.0031 -0.0296 -0.0147 -5.183 -5.159 36.32 D12Z45P -0.03246 -0.001393 -0.0007037 0.0005 -0.0449 -0.0173 -4.636 -4.605 44.57 D13Z45P -0.03242 923.2 -62.07 0.0000 0.0000 0.0000 -2.416 918.6 -17.49 D14Z50P -0.03119 190.8 -12.83 0.0000 0.0000 0.0000 -0.03119 186.6 37.52 D15Z55P -0.02984 -0.001079 -0.0007469 0.0024 -0.2075 -0.0114 -3.913 -3.884 55.28 D16Z68P -0.02289 0.0007306 -0.003886 -0.0010 0.3554 -0.1083 3.008 -3.031 67.95 D17Z68P -0.02262 -0.0006649 -0.0009705 0.0335 0.2439 -0.0496 -3.054 -3.032 67.95 D18Z55P -0.02987 0.000865 -0.00384 0.0028 -0.2042 -0.0547 3.853 -3.882 55.28 D19Z75P -0.01124 0.001512 -0.003121 0.0035 0.0008 -0.0934 2.523 -2.532 75.35 D20Z75P -0.01333 -0.001667 -0.001679 -0.0403 0.1472 -0.0415 -2.547 -2.535 75.35 D21Z81P -0.005849 0.001397 -0.002184 0.0262 0.0814 -0.1047 2.127 -2.131 81.32 D22Z81P -0.004296 -0.0009542 -0.002886 -0.0004 0.0227 -0.0385 -2.137 -2.133 81.32 D23Z86P -0.001746 -0.0009331 -0.003901 0.0196 0.0288 -0.0423 -1.828 -1.827 85.87 D24Z86P -0.0004706 0.0005703 -0.0008798 -0.0136 0.0199 -0.1089 1.826 -1.826 85.87 D25Z90P -4.943e-005 0.00175 0.0002658 0.0478 0.0207 -0.1094 1.576 -1.575 89.6 D26Z90P 0.0007757 -0.001234 -0.005194 -0.0866 0.0903 -0.0410 -1.576 -1.578 89.59 D27Z93P -0.0006939 3.747e-005 -0.006821 0.2396 -0.2868 -0.0393 -1.326 -1.325 93.33 D28Z50P -0.03124 -0.001229 -0.0007013 -0.0057 0.0852 -0.0282 -4.246 -4.216 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.01482 -940.3 63.22 0.0000 0.0000 0.0000 3.508 -947.4 71.81 D31Z19P -0.01571 5.239e-006 -0.001034 -0.0011 -0.0274 -0.0215 6.325 -6.34 18.73 D32Z26P -0.02333 -877.2 58.97 0.0000 0.0000 0.0000 2.51 -883.1 85.26 D33Z26P -0.02337 0.0008335 -0.001926 -0.0002 -0.0407 -0.0299 5.809 -5.832 26.28 D34Z13P -0.01648 0.0002068 -0.001193 0.0044 0.0155 -0.0173 6.687 -6.703 13.34 D35Z31P -0.02389 0.0005504 -0.002143 0.0080 0.0089 -0.0389 5.47 -5.494 31.32 D36Z36P -0.0241 0.000453 -0.002303 -0.0042 -0.0361 -0.0429 5.134 -5.158 36.32 D37Z45P -0.03305 0.002107 -0.003549 0.0020 -0.0460 -0.0521 4.57 -4.601 44.57 D38Z45P -0.03301 -923.2 62.06 0.0000 0.0000 0.0000 2.35 -927.8 106.6 D39Z50P -0.03128 0.001256 -0.003732 0.0144 0.0842 -0.0672 4.183 -4.213 50.35 D40Z113P -0.1509 0.0002271 -0.01493 0.0173 -0.5630 -0.1007 -1.476 -1.325 113.2 D41Z113P -0.1509 -0.0002306 0.009234 -0.0121 -0.5579 -0.1678 1.174 -1.325 113.3 D42Z110P -0.1192 0.0001611 -0.0141 -0.0329 -0.5241 -0.0905 -1.444 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
245 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
-0.1192 -0.08968 -0.08968 -0.06246 -0.06243 -0.038 -0.03806 -0.01733 -0.01715 -0.01002 -0.02794 -0.05029 -0.0759 -0.1043 -0.1348 -0.1671 -0.006434 -0.02628 -0.04934 -0.07555 -0.104 -0.1348 -0.167 -0.1855 -0.1953 -0.1952 -0.1855 -0.2121 -0.2121 -0.2298 -0.2299 -0.2478 -0.2478 -0.2663 -0.2663 -0.2853 -0.2852 -0.3043 -0.3043 -0.3236 -0.3237 -0.3649 -0.3648 -0.3368 -0.3505 -0.3505 -0.3368 -0.54 -0.54 -0.3735 -0.3825 -0.3916
-0.0003 0.00024 -0.0003036 0.0001794 -0.0002571 0.0001548 -0.0001568 -0.0001329 9.167e-006 -0.006841 -0.000658 -0.002565 -0.0002722 -0.0009771 -0.0002384 -0.0003942 0.002722 0.002872 0.00106 0.000911 0.0003801 0.0002958 0.0001368 -0.000248 0.0005807 -0.0007166 0.0001148 -0.000184 -0.0008295 -0.0001177 -0.0004849 -0.0002692 -0.0004784 -0.0001876 -0.0002373 -0.0003237 -0.0002006 -0.0002707 1.955e-005 0.0002601 -0.0004234 -0.0004605 0.0004512 0.0003429 -0.000709 0.0006313 -0.0004416 0.0003854 0.0001938 0.000379 -0.0004656 0.0004186
0.008531 -0.01308 0.00766 -0.01184 0.006602 -0.01041 0.005339 -0.008683 0.003851 -0.007711 0.004655 -0.01116 0.007181 -0.01363 0.008924 -0.0153 0.003049 -0.009654 0.006025 -0.01253 0.00814 -0.01456 0.009547 0.006219 -0.01045 0.004547 -0.01211 -0.01077 0.004869 -0.0111 0.005114 -0.01134 0.005362 -0.01158 0.005542 -0.01176 0.005723 -0.01193 0.005851 0.005982 -0.01206 -0.008325 0.002116 0.004724 -0.009602 0.00343 -0.01087 -0.009498 0.003135 0.002293 -0.008677 0.002575
0.0167 0.0468 -0.0159 -0.0884 0.0338 0.1376 -0.0437 -0.2571 0.0901 0.0078 -0.0071 -0.0127 -0.0032 -0.0014 -0.0029 -0.0002 -0.0059 0.0219 0.0050 0.0087 -0.0003 0.0021 0.0131 0.0782 -0.0159 0.0442 -0.0668 0.0260 -0.0165 -0.0046 -0.0054 0.0031 -0.0045 0.0003 -0.0065 0.0021 -0.0031 0.0012 -0.0125 -0.0024 0.0051 0.0008 0.0198 0.0139 -0.0193 0.0227 -0.0066 -0.0056 0.0013 -0.0015 -0.0084 0.0023
17:07:07 03/17/10
-0.5323 -0.4988 -0.4830 -0.4313 -0.4640 -0.4251 -0.3599 -0.2574 -0.3926 -0.2937 -0.3534 -0.4193 -0.4688 -0.5090 -0.5480 -0.5526 -0.2995 -0.3640 -0.4247 -0.4721 -0.5101 -0.5485 -0.5586 -0.5603 -0.6272 -0.6335 -0.5431 -0.7061 -0.7099 -0.7220 -0.7192 -0.7334 -0.7332 -0.7564 -0.7557 -0.7679 -0.7685 -0.7760 -0.7732 -0.7778 -0.7838 -0.8809 -0.8872 -0.7954 -0.8148 -0.8179 -0.7751 -1.0342 -1.0345 -0.9143 -0.9355 -0.9579
-0.1587 1.206 -0.0802 -1.415 -0.1495 1.235 -0.0700 -1.387 -0.1403 1.263 -0.0598 -1.363 -0.1311 1.287 -0.0495 -1.342 -0.1219 1.308 -0.0444 -1.335 -0.1265 1.297 -0.0649 -1.375 -0.1449 1.249 -0.0853 -1.429 -0.1632 1.19 -0.1058 -1.492 -0.1173 1.319 -0.0546 -1.351 -0.1357 1.276 -0.0751 -1.401 -0.1541 1.221 -0.0956 -1.46 -0.1724 1.158 -0.1913 0.7162 -0.1138 -0.8853 -0.1996 0.4948 -0.1117 -1.087 -0.1139 -0.9021 -0.1976 0.4779 -0.1140 -0.9198 -0.1955 0.4601 -0.1142 -0.9378 -0.1934 0.4422 -0.1143 -0.9563 -0.1914 0.4237 -0.1144 -0.9753 -0.1893 0.4048 -0.1145 -0.9943 -0.1873 0.3857 -0.1852 0.3664 -0.1147 -1.014 -0.1022 -0.7149 -0.1931 -0.01478 -0.1890 0.2398 -0.1078 -0.8138 -0.1931 0.1128 -0.1140 -0.9135 -0.1022 -0.89 -0.1931 -0.19 -0.1931 -0.02351 -0.1022 -0.7325 -0.1931 -0.04161
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.332 -1.326 -1.328 -1.325 -1.326 -1.325 -1.325 -1.322 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -0.9019 -0.6894 -0.6907 -0.9016 -0.6902 -0.6908 -0.6901 -0.6905 -0.6903 -0.6905 -0.6902 -0.6902 -0.6903 -0.6902 -0.6903 -0.69 -0.6897 -0.6904 -0.3505 -0.3495 -0.5763 -0.464 -0.4627 -0.5771 -0.3496 -0.3498 -0.3496 -0.3505 -0.3496
109.9 106.6 106.6 103.3 103.3 99.97 99.99 96.65 96.66 94.99 98.32 101.6 105 108.3 111.6 114.9 95 98.31 101.6 104.9 108.3 111.6 114.9 117 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.7 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
246 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
-0.401 -0.0003543 -0.008952 -0.0074 -0.9782 -0.1022 -0.751 -0.3504 133.1 -0.4105 0.0003702 0.002785 0.0014 -0.9957 -0.1931 -0.06052 -0.3496 133.7 -0.4202 -0.0002492 -0.009155 -0.0070 -1.0028 -0.1022 -0.7702 -0.3502 134.2 -0.4299 0.0003447 0.002929 0.0016 -1.0076 -0.1931 -0.07993 -0.3497 134.8 -0.4397 -0.0001433 -0.009298 -0.0065 -1.0184 -0.1022 -0.7897 -0.3501 135.3 -0.4496 0.0003148 0.003033 0.0015 -1.0272 -0.1931 -0.09964 -0.3497 135.9 -0.4596 -3.776e-005 -0.0094 -0.0064 -1.0336 -0.1022 -0.8096 -0.35 136.4 -0.4696 0.0002868 0.0031 0.0015 -1.0385 -0.1931 -0.1196 -0.3497 137 -0.4797 6.785e-005 -0.009464 -0.0064 -1.0427 -0.1022 -0.8297 -0.3499 137.5 -0.4898 0.0002589 0.003132 0.0014 -1.0458 -0.1931 -0.1398 -0.3497 138.1 -0.4999 0.0001737 -0.009492 -0.0061 -1.0399 -0.1022 -0.8499 -0.3498 138.6 -0.5099 0.0002321 0.003135 0.0013 -1.0333 -0.1931 -0.1599 -0.3498 139.2 -0.5199 0.0002796 -0.009497 -0.0056 -1.0341 -0.1022 -0.8699 -0.3497 139.8 -0.53 0.0002064 0.003135 0.0013 -1.0344 -0.1931 -0.18 -0.3498 140.3 0.003089 0.002227 -0.006474 -0.0578 -0.0033 -0.0376 -1.437 -1.438 91.62 -0.001279 -0.002097 -0.004469 0.0125 0.0309 -0.0429 -1.694 -1.694 87.87 -0.003654 -0.0009175 -0.003387 -0.0104 0.0364 -0.0399 -1.971 -1.969 83.77 -0.007137 -0.0008609 -0.002451 -0.0035 0.0802 -0.0409 -2.323 -2.317 78.59 -0.0208 -0.003727 -0.0009741 0.0006 0.0224 -0.0343 -2.781 -2.764 71.98 -0.06311 -0.001165 0.001645 -0.0173 0.1486 -0.0372 -3.468 -3.406 62.4 -0.01485 0.0002811 -0.001071 -0.0008 -0.0777 -0.0055 7.008 -7.022 8.589 -0.01379 0.0007755 -0.0001577 0.0026 -0.0800 0.0013 -7.036 -7.022 8.59 -0.3825 0.0004185 0.002434 -0.0032 -0.9351 -0.1931 -0.03246 -0.3496 132 -0.401 0.0003895 0.002679 0.0028 -0.9771 -0.1931 -0.05098 -0.3496 133.1 -0.4202 0.0003585 0.002855 0.0012 -1.0029 -0.1931 -0.07022 -0.3496 134.2 -0.4397 0.0003294 0.002981 0.0016 -1.0195 -0.1931 -0.08974 -0.3497 135.3 -0.4596 0.0003009 0.003066 0.0014 -1.0336 -0.1931 -0.1096 -0.3497 136.4 -0.4797 0.0002727 0.003116 0.0014 -1.0416 -0.1931 -0.1297 -0.3497 137.5 -0.4999 0.0002453 0.003132 0.0014 -1.0401 -0.1931 -0.1499 -0.3498 138.7 -0.5199 0.0002191 0.003135 0.0013 -1.0352 -0.1931 -0.1699 -0.3498 139.8 0.0009985 -0.0004871 0.001434 0.0624 0.0040 -0.1098 1.441 -1.44 91.63 -0.0003386 0.001755 -0.0003091 -0.0200 -0.0089 -0.1098 1.692 -1.691 87.87 -0.002474 0.0005922 -0.001426 0.0229 0.0649 -0.1068 1.965 -1.967 83.77 -0.00977 0.001911 -0.002743 0.0067 0.0529 -0.1007 2.306 -2.314 78.59 -0.01204 0.001605 -0.003199 0.0015 0.0261 -0.0910 2.748 -2.759 71.98 -0.06324 0.001045 -0.006401 0.0098 0.1099 -0.0842 3.342 -3.404 62.39 0 0 0 0.0000 0.0000 0.0000 1.325 1.457e-011 93.33 -0.0004318 0.0002065 0.002266 0.0952 -0.1458 0.0471 1.325 1.325 93.34 -940.4 0.000268 -63.22 0.0000 0.0000 0.0000 -933.3 -3.522 -54.63 -1000 -4.768e-005 -139.1 0.0000 0.0000 0.0000 -993.3 -4.768e-005 -125.8 -877.2 0.0008274 -58.98 0.0000 0.0000 0.0000 -871.4 -2.532 -32.69 -1000 0.0004983 -130.9 0.0000 0.0000 0.0000 -994.5 0.0004983 -99.6 -923.2 0.002107 -62.07 0.0000 0.0000 0.0000 -918.6 -2.381 -17.5 -1000 0.001212 -137 0.0000 0.0000 0.0000 -995.8 0.001212 -86.61 -0.01665 0.001833 -0.003368 -0.0016 0.3663 0.0613 3.015 3.033 67.95 -0.02308 0.00168 -0.003472 0.0040 -0.2161 0.0157 3.86 3.885 55.28 -0.007106 0.0006372 -0.002602 0.0041 0.0022 0.0412 2.527 2.534 75.35 -0.002104 0.0001182 -0.001643 -0.0067 0.0368 0.0460 2.13 2.133 81.32 0.000778 0.0003291 -0.0005367 0.0225 0.0143 0.0489 1.827 1.827 85.87 0.0009362 -0.001333 0.0005519 -0.0400 0.0326 0.0480 1.577 1.575 89.6 -940.4 -0.0005765 -63.22 0.0000 0.0000 0.0000 -933.3 3.522 -54.63 -0.01568 -0.0005901 -0.001335 0.0011 -0.0776 -0.0005 7.007 7.022 8.589
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
247 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
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0 -0.001359 -58.98 -0.002118 -0.001512 -0.002291 -0.002413 -0.003331 -62.07 -0.003424 0.009247 0.008551 0.007693 0.006656 0.005419 0.003964 0.004749 0.007223 0.008939 0.003179 0.00609 0.008165 0.009556 0.006164 0.004417 0.004707 0.004998 0.005212 0.005427 0.005579 0.005734 0.005844 0.002136 0.004664 0.00341 0.003151 0.002295 0.002577 0.002788 0.002937 0.003042 0.003109 0.003142 0.00315 0.003151 0.002455 0.0027 0.002875 0.002999 0.003085 0.003134 0.00315
0.0000 -0.0012 0.0000 -0.0023 -0.0073 -0.0100 0.0005 -0.0037 0.0000 -0.0149 0.0098 -0.0160 0.0166 -0.0321 0.0464 -0.0858 0.0108 0.0041 -0.0008 0.0098 -0.0028 0.0016 0.0016 -0.0558 -0.0157 0.0149 -0.0112 -0.0043 -0.0067 -0.0050 -0.0055 -0.0030 0.0004 -0.0179 -0.0317 0.0013 0.0093 0.0021 0.0021 0.0019 0.0018 0.0017 0.0016 0.0014 0.0013 -0.0017 -0.0005 0.0000 0.0003 0.0004 0.0005 0.0010
17:07:07 03/17/10
0.0000 -0.0131 0.0000 -0.0290 0.0254 0.0128 -0.0215 -0.0333 0.0000 0.0914 -0.5588 -0.5322 -0.4835 -0.4652 -0.3626 -0.3961 -0.3566 -0.4697 -0.5470 -0.3034 -0.4265 -0.5104 -0.5524 -0.5545 -0.6281 -0.6975 -0.7142 -0.7262 -0.7491 -0.7611 -0.7683 -0.7759 -0.8823 -0.7638 -0.8023 -1.0409 -0.9173 -0.9645 -1.0008 -1.0162 -1.0341 -1.0452 -1.0508 -1.0418 -1.0414 -0.9434 -0.9847 -1.0097 -1.0251 -1.0404 -1.0495 -1.0467
0.0000 0.0092 0.0000 0.0121 0.0084 0.0171 0.0182 0.0216 0.0000 0.0324 0.1014 0.0923 0.0833 0.0742 0.0652 0.0562 0.0607 0.0788 0.0969 0.0516 0.0697 0.0878 0.1059 0.1117 0.1139 0.1142 0.1146 0.1150 0.1154 0.1158 0.1161 0.1165 0.1073 0.1170 0.1119 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073 0.1073
7.6 6.325 -871.4 5.812 6.686 5.474 5.138 4.576 -918.6 4.19 1.174 1.205 1.235 1.262 1.286 1.308 1.297 1.249 1.19 1.318 1.275 1.22 1.157 0.7155 0.4938 0.4772 0.4597 0.4418 0.4236 0.4048 0.3859 0.3666 -0.01391 0.2404 0.1136 -0.1902 -0.02263 -0.04087 -0.05992 -0.07945 -0.09929 -0.1194 -0.1397 -0.16 -0.1801 -0.03164 -0.05031 -0.06965 -0.08933 -0.1093 -0.1296 -0.1499
7.6 0 6.341 18.73 2.533 -32.69 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 2.383 -17.5 4.216 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.99 1.325 96.66 1.325 98.32 1.325 105 1.325 111.6 1.322 95 1.323 101.6 1.324 108.3 1.324 114.9 0.901 117 0.6897 118 0.6892 119.4 0.6894 120.8 0.6895 122.2 0.6897 123.7 0.6898 125.1 0.69 126.5 0.69 127.9 0.3505 130.9 0.5769 128.9 0.4635 129.9 0.3502 140.9 0.3503 131.4 0.3503 132.6 0.3503 133.7 0.3503 134.8 0.3503 135.9 0.3503 137 0.3503 138.1 0.3502 139.2 0.3502 140.3 0.3504 132 0.3504 133.1 0.3503 134.2 0.3503 135.3 0.3503 136.4 0.3503 137.5 0.3502 138.7
Helman O. Mozo
Page
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248 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
-0.5201 0.0002195 0.003151 0.0013 -1.0409 0.001624 0.000652 0.001656 -0.0496 -0.0130 0.0003037 -0.001229 -3.57e-005 0.0323 -0.0076 -0.001037 0.0003068 -0.001076 -0.0139 0.0412 -0.005201 5.092e-005 -0.002158 0.0015 0.0614 -0.006844 0.0008797 -0.002664 0.0074 0.0037 -0.05917 0.000663 -0.006168 -0.0093 0.1184 0 0 0 0.0000 0.0000 -0.0006561 -2.302e-005 -0.006959 -0.2427 -0.2932 -0.01549 940.3 63.22 0.0000 0.0000 -0.01417 -188.3 -12.66 0.0000 0.0000 -0.02077 877.2 58.97 0.0000 0.0000 -0.02063 -192.8 -12.97 0.0000 0.0000 -0.02666 923.2 62.06 0.0000 0.0000 -0.02456 -190.8 -12.83 0.0000 0.0000 -0.01669 -0.001802 -0.001508 0.0038 0.3667 -0.0233 -0.001471 -0.001102 -0.0005 -0.2168 -0.007226 -0.0003534 -0.002316 0.0008 0.0012 -0.001804 -0.0004486 -0.003319 0.0055 0.0307 0.000455 8.291e-005 -0.004298 -0.0260 0.0061 0.001408 0.0008554 -0.005429 0.0838 0.0678 -0.01449 -940.3 -63.22 0.0000 0.0000 -0.01468 -0.0004823 0.0001033 -0.0021 -0.0806 0 0 0 0.0000 0.0000 -0.01591 0.0005181 -0.000787 0.0042 -0.0128 -0.02057 -877.2 -58.98 0.0000 0.0000 -0.02069 -0.0004492 -0.0008705 0.0063 -0.0260 -0.01684 0.0001436 -0.0001553 -0.0073 0.0098 -0.02093 -0.0005011 -0.001061 0.0018 0.0069 -0.02082 -0.0005648 -0.001265 0.0039 -0.0180 -0.02595 -0.0008453 -0.0009182 0.0053 -0.0352 -0.02591 -923.2 -62.07 0.0000 0.0000 -0.0246 -0.001209 -0.001004 0.0090 0.0827 -0.1515 0.0003399 -0.01493 -0.0179 -0.5606 -0.1198 0.0003433 -0.0141 0.0337 -0.5240 -0.09029 0.0002965 -0.0131 -0.0470 -0.4992 -0.06302 0.0003166 -0.01188 0.0874 -0.4327 -0.03845 0.0002517 -0.01047 -0.1398 -0.4273 -0.0176 0.00037 -0.008782 0.2535 -0.2616 -0.02666 -0.00254 -0.009734 -0.0248 -0.3671 -0.07614 -0.0003901 -0.01256 -0.0094 -0.4729 -0.1354 0.0002159 -0.01457 -0.0038 -0.5477 -0.01015 0.006966 -0.007828 -0.0119 -0.2989 -0.05079 0.003025 -0.01121 0.0112 -0.4212 -0.1049 0.001508 -0.01364 0.0021 -0.5093 -0.1677 0.0008505 -0.0153 0.0100 -0.5625 -0.1863 0.0005312 -0.01203 0.0767 -0.5623 -0.196 9.43e-005 -0.01038 0.0461 -0.6332 -0.2129 -0.000198 -0.01075 -0.0081 -0.7038 -0.2304 -3.128e-005 -0.01103 0.0021 -0.7113 -0.2482 -0.0002254 -0.01131 0.0028 -0.7259 -0.2665 -0.0001475 -0.01152 0.0005 -0.7484
17:07:07 03/17/10
0.1073 0.0454 0.0492 0.0472 0.0468 0.0397 0.0411 0.0000 0.0901 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0924 0.0408 0.0755 0.0831 0.0882 0.0887 0.0000 0.0033 0.0000 0.0176 0.0000 0.0242 0.0145 0.0317 0.0349 0.0419 0.0000 0.0554 0.1659 0.1533 0.1406 0.1280 0.1154 0.1027 0.1091 0.1343 0.1596 0.0964 0.1217 0.1470 0.1722 0.1935 0.2027 0.2010 0.1994 0.1977 0.1960
-0.1701 1.441 1.693 1.967 2.311 2.753 3.346 1.9e-015 -1.326 3.507 -0.01417 2.512 -0.02063 2.357 -0.02456 -3.048 -3.906 -2.541 -2.134 -1.826 -1.575 -3.537 -7.037 -7.6 -6.356 -2.553 -5.854 -6.72 -5.515 -5.179 -4.629 -2.409 -4.239 -1.476 -1.445 -1.415 -1.388 -1.363 -1.343 -1.352 -1.401 -1.46 -1.335 -1.376 -1.43 -1.493 -1.088 -0.886 -0.9029 -0.9204 -0.9382 -0.9565
0.3502 1.44 1.691 1.968 2.316 2.761 3.405 1.325 1.325 947.4 -181.6 883.1 -187.3 927.8 -186.6 3.03 3.882 2.533 2.132 1.827 1.577 -933.3 7.022 7.6 6.341 -871.4 5.832 6.703 5.494 5.158 4.602 -918.6 4.213 1.325 1.325 1.325 1.325 1.325 1.325 1.322 1.325 1.325 1.332 1.328 1.327 1.326 0.9022 0.6901 0.6898 0.69 0.6898 0.6899
139.8 91.63 87.87 83.77 78.59 71.98 62.39 93.33 93.33 71.81 0.6773 85.26 18.35 106.6 37.52 67.95 55.28 75.35 81.32 85.87 89.59 -54.63 8.59 0 18.73 -32.69 26.28 13.34 31.32 36.32 44.57 -17.49 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
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Page
Job
249 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
-0.2852 -0.0003015 -0.3042 -0.0002413 -0.3232 -0.0001573 -0.3638 -0.0005286 -0.3363 -0.0002648 -0.3498 -0.0001365 -0.5402 0.0003858 -0.3726 -0.0005699 -0.3909 -0.0003636 -0.4099 -0.0002903 -0.4294 -0.0001826 -0.4493 -8.22e-005 -0.4694 2.073e-005 -0.4897 0.0001236 -0.51 0.0002278 -0.5301 0.000333 -0.3816 -0.0004372 -0.4003 -0.0003345 -0.4197 -0.0002348 -0.4393 -0.000133 -0.4593 -3.063e-005 -0.4796 7.203e-005 -0.4999 0.0001755 -0.5201 0.0002803 0.003269 -0.002397 7.257e-005 0.001528 -0.001016 -0.0002966 -0.004925 -0.0002886 -0.006711 -0.0008669 -0.05913 -0.0008537 0 0 -940.4 -0.0004847 -1000 5.297e-005 -877.2 -0.0004472 -1000 -0.0004742 -923.2 -0.0008418 -1000 -0.001219 -940.4 0.0007841 -877.2 -0.0001514 -923.2 -0.001397 -0.3735 -0.0005972 -0.3916 -0.0004799 -0.4105 -0.0003544 -0.4299 -0.0002331 -0.4496 -0.0001171 -0.4696 -1.589e-006 -0.4898 0.0001134 -0.5099 0.0002255 -0.53 0.0003321
-0.01172 -0.01187 -0.01202 -0.008389 -0.01084 -0.009626 -0.009564 -0.008582 -0.008894 -0.009133 -0.009301 -0.009423 -0.009505 -0.009551 -0.009562 -0.009564 -0.008738 -0.009014 -0.009218 -0.009362 -0.009464 -0.009528 -0.009558 -0.009563 -0.006648 -0.004777 -0.003828 -0.002812 -0.002265 0.001369 0 63.22 113.8 58.98 105 62.07 111.3 63.22 58.98 62.07 -0.008501 -0.008814 -0.009054 -0.009227 -0.009349 -0.009432 -0.009478 -0.009494 -0.009497
0.0043 -0.0066 0.0049 0.0235 0.0254 0.0372 -0.0055 -0.0096 -0.0041 -0.0055 -0.0052 -0.0053 -0.0053 -0.0053 -0.0054 -0.0055 -0.0125 -0.0033 -0.0057 -0.0052 -0.0053 -0.0053 -0.0054 -0.0054 0.0552 -0.0163 0.0046 0.0092 -0.0095 0.0111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0022 -0.0047 -0.0046 -0.0049 -0.0050 -0.0050 -0.0051 -0.0053 -0.0054
Joint Support Reactions for Load Case "COMBO 1-6":
17:07:07 03/17/10
-0.7615 -0.7662 -0.7710 -0.8904 -0.7853 -0.8043 -1.0412 -0.9219 -0.9647 -1.0025 -1.0144 -1.0339 -1.0453 -1.0526 -1.0401 -1.0412 -0.9416 -0.9839 -1.0095 -1.0262 -1.0403 -1.0484 -1.0466 -1.0420 -0.0141 0.0014 0.0288 0.0649 -0.0013 0.1164 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.9102 -0.9579 -0.9940 -1.0094 -1.0273 -1.0384 -1.0441 -1.0351 -1.0346
0.1944 0.1927 0.1911 0.2062 0.1974 0.2042 0.2061 0.2062 0.2062 0.2062 0.2061 0.2061 0.2061 0.2061 0.2061 0.2061 0.2062 0.2062 0.2061 0.2061 0.2061 0.2061 0.2061 0.2061 0.0871 0.0892 0.0855 0.0825 0.0726 0.0696 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022 -0.1022
-0.9752 -0.9942 -1.013 -0.7138 -0.913 -0.8131 -0.8902 -0.7226 -0.7409 -0.7599 -0.7794 -0.7993 -0.8194 -0.8397 -0.86 -0.8801 -0.7316 -0.7503 -0.7697 -0.7893 -0.8093 -0.8296 -0.8499 -0.8701 -1.437 -1.692 -1.969 -2.321 -2.767 -3.464 -1.325 -947.4 -1007 -883.1 -1005 -927.8 -1004 -947.4 -883.1 -927.8 -0.7235 -0.7416 -0.7605 -0.7799 -0.7996 -0.8196 -0.8398 -0.8599 -0.88
0.6897 0.6898 0.6898 0.3495 0.5764 0.4632 0.3504 0.3494 0.3496 0.3497 0.3498 0.3499 0.35 0.3501 0.3502 0.3503 0.3496 0.3497 0.3498 0.3499 0.35 0.3501 0.3502 0.3503 1.437 1.694 1.967 2.316 2.759 3.404 1.457e-011 3.522 5.297e-005 2.532 -0.0004742 2.382 -0.001219 -3.522 -2.533 -2.385 -0.3506 -0.3505 -0.3504 -0.3502 -0.3501 -0.35 -0.3499 -0.3498 -0.3497
125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 71.81 127.1 85.26 136.3 106.6 161.7 71.81 85.26 106.6 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3
Helman O. Mozo
Page
Job
250 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P 163.20 0.0 -0.00 0.0 61.40 0.0 0.0 174.37 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 52.54 0.0 20.10 0.0 233.04 0.0 0.0 239.73 0.0 1.23 0.0 3.0 0.0 -0.26 0.0 0.0 D29Z0P 36.68 0.0 -3.39 0.0 -61.62 0.0 0.0 71.79 0.0 -0.99 0.0 3.3 0.0 -0.23 0.0 0.0 D137Z93P 0.58 0.0 0.93 0.0 -58.55 0.0 0.0 58.56 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 34.67 0.0 1.65 0.0 -36.35 0.0 0.0 50.26 0.0 0.97 0.0 3.5 0.0 0.28 0.0 0.0 D212Z93P 157.90 0.0 -0.00 0.0 61.70 0.0 0.0 169.53 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 50.97 0.0 -18.48 0.0 209.45 0.0 0.0 216.36 0.0 -1.22 0.0 3.3 0.0 0.25 0.0 0.0 D287Z93P 0.58 0.0 -0.81 0.0 153.35 0.0 0.0 153.36 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 1-6": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P -0.5807 0.0000 -0.8658 -162.6201 -0.0000 -60.5389 0.0000 0.0000 0.0000 D1Z93P -1.2532 0.0000 -1.8622 1.2532 -0.0000 1.8622 -0.0004 -0.0002 0.0021 D2Z0P -1.8892 0.0000 -2.8141 -50.6490 -20.1010 -230.2233 0.0000 0.0000 0.0000 D3Z9P -1.8892 0.0000 -2.8141 1.8892 0.9403 2.7508 -0.0138 940.3467 -63.2178 D4Z13P -1.8892 0.0000 -2.8141 1.8892 0.1883 2.8014 -0.0142 188.3409 -12.6626 D5Z19P -8.8934 0.0000 -8.6372 8.8934 -0.0000 8.6372 -0.0167 -0.0007 -0.0011 D6Z26P -1.7624 0.0000 -2.8810 1.7624 0.8772 2.8221 -0.0234 877.2245 -58.9770 D7Z31P -1.7624 0.0000 -2.8810 1.7624 0.1928 2.8681 -0.0237 192.8239 -12.9654 D8Z26P -7.0790 0.0000 -5.8231 7.0790 -0.0000 5.8231 -0.0236 -0.0001 -0.0011 D9Z13P -3.2400 0.0000 -4.3117 3.2400 -0.0000 4.3117 -0.0165 -0.0001 -0.0005 D10Z31P -10.2654 0.0000 -7.6810 10.2654 -0.0000 7.6810 -0.0242 -0.0004 -0.0012 D11Z36P -5.0732 0.0000 -6.1519 5.0731 -0.0000 6.1519 -0.0244 -0.0008 -0.0014 D12Z45P -1.8548 0.0000 -2.8509 1.8547 -0.0000 2.8509 -0.0325 -0.0014 -0.0007 D13Z45P -1.8548 0.0000 -2.8509 1.8547 0.9232 2.7888 -0.0324 923.1935 -62.0678 D14Z50P -1.8548 0.0000 -2.8509 1.8547 0.1908 2.8380 -0.0312 190.8036 -12.8301 D15Z55P -4.4539 0.0000 -6.8412 4.4539 -0.0000 6.8412 -0.0298 -0.0011 -0.0007 D16Z68P -9.9102 0.0000 -6.3306 9.9102 0.0000 6.3306 -0.0229 0.0007 -0.0039 D17Z68P -9.9102 0.0000 -6.3306 9.9102 -0.0000 6.3306 -0.0226 -0.0007 -0.0010 D18Z55P -10.1865 0.0000 -7.2972 10.1865 0.0000 7.2972 -0.0299 0.0009 -0.0038 D19Z75P -2.4632 0.0000 -3.4757 2.4632 0.0000 3.4756 -0.0112 0.0015 -0.0031 D20Z75P -8.5800 0.0000 -3.9317 8.5799 -0.0000 3.9317 -0.0133 -0.0017 -0.0017 D21Z81P -2.0041 0.0000 -2.8153 2.0041 0.0000 2.8153 -0.0058 0.0014 -0.0022 D22Z81P -2.0041 0.0000 -2.8153 2.0041 -0.0000 2.8153 -0.0043 -0.0010 -0.0029 D23Z86P -1.5665 0.0000 -2.2294 1.5665 -0.0000 2.2294 -0.0017 -0.0009 -0.0039 D24Z86P -1.5665 0.0000 -2.2294 1.5665 0.0000 2.2294 -0.0005 0.0006 -0.0009 D25Z90P -1.3723 0.0000 -2.0018 1.3723 0.0000 2.0018 -0.0000 0.0017 0.0003 D26Z90P -1.3723 0.0000 -2.0018 1.3723 -0.0000 2.0018 0.0008 -0.0012 -0.0052 D27Z93P -1.2532 0.0000 -1.8622 1.2532 0.0000 1.8622 -0.0007 0.0000 -0.0068 D28Z50P -1.8548 0.0000 -2.8509 1.8547 -0.0000 2.8509 -0.0312 -0.0012 -0.0007 D29Z0P -1.8892 0.0000 -2.8141 -34.7919 3.3906 64.4368 0.0000 0.0000 0.0000 D30Z9P -1.8892 0.0000 -2.8141 1.8892 -0.9403 2.8773 -0.0148 -940.3457 63.2167 D31Z19P -3.6516 0.0000 -5.6951 3.6516 0.0000 5.6951 -0.0157 0.0000 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
251 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
252 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
253 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
254 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
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255 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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256 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
17:07:07 03/17/10
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0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1238
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -----------------------------------------------------------------------D127P -62.35 8054.44 -824.44 -2662.68 24.82 3142.70 -466.07 D128P -62.35 2662.68 -24.82 2593.42 -1897.22 2574.98 -941.61 D129P -62.34 -972.67 811.53 -2084.17 -546.13 -1524.07 132.32 D130P -62.34 365.08 -71.85 -145.17 -715.34 89.33 -319.76 D131P -62.34 -1255.11 -1141.84 -178.82 729.55 -440.34 -126.61 D132P -62.33 257.51 1700.79 -4852.51 -8404.11 -1134.86 -1655.57 D133P -62.33 4852.52 8404.12 7515.76 14098.74 2216.69 4033.04 D134P -62.33 -836.39 1884.22 -4671.50 8770.30 -1112.20 2151.46 D135P -62.33 -836.39 -1884.22 717.69 644.50 -20.44 -213.52 D136P -62.33 -717.69 -644.50 -745.37 -864.61 -176.44 -181.99 D137P -62.33 745.37 864.61 24.20 78.77 153.22 187.83 D138P -62.33 -24.20 -78.77 699.45 952.76 133.51 172.80 D139P -62.33 -699.45 -952.76 -802.59 -1163.68 -198.05 -279.07 D140P -62.32 802.59 1163.68 236.73 329.67 191.78 275.56 D141P -62.32 -236.73 -329.67 1069.03 1970.46 174.43 343.88 D142P -62.32 -1069.03 -1970.46 -1645.21 -3050.81 -314.56 -581.92 D143P -140.11 10718.53 12013.93 5537.82 2264.15 9792.98 8601.25 D144P -754.52 -194.35 -1223.36 -6608.75 2758.89 -6428.81 1451.05 D145P -140.11 -6271.52 5119.17 -10718.53 -12013.92 -10204.23 -4140.99 D146P -140.11 -5537.82 -2264.15 -291.40 1841.44 -3511.58 -254.64 D147P -140.12 -3330.85 -145.72 -1335.05 -651.10 -2810.78 -480.01 D148P -140.13 -1951.04 325.89 -894.78 -1312.89 -1714.35 -594.58 D149P 56.69 365.41 270.45 523.76 -978.60 625.86 -498.44 D150P 56.70 143.48 749.12 -2651.02 -6695.17 -1764.98 -4185.26 D151P -33.73 -196.54 -564.85 -203.04 -194.68 -397.12 -754.86 D152P 0.06 -203.17 503.26 75.28 -287.09 -230.66 389.90 D153P 0.03 0.21 58.42 -0.02 -83.77 0.34 -45.73 D154P -754.52 -194.36 1223.36 1701.36 -2062.99 712.04 -396.72 D155P -62.33 4671.50 -8770.30 7515.76 -14098.74 1705.10 -3199.58 D156P -62.33 178.82 -729.55 -257.51 -1700.79 -23.25 -718.10 D157P -62.34 145.17 715.34 1255.11 1141.84 510.95 677.67 D158P -62.34 2084.17 546.13 -365.08 71.85 815.24 293.06 D159P -62.35 -2593.42 1897.22 972.67 -811.53 -936.27 627.18 D160P -140.11 291.40 -1841.44 2261.44 -2523.58 1537.86 -2629.53 D161P -140.11 -2261.45 2523.58 -4885.35 -4262.62 -4305.30 -1047.62 D162P -140.12 4885.35 4262.63 3330.85 145.73 4949.52 2655.64 D163P -140.12 1335.05 651.11 2022.07 -837.17 2022.36 -112.08
-0.3916 -0.4105 -0.4299 -0.4496 -0.4696 -0.4898 -0.5099 -0.5300
-0.0005 -0.0004 -0.0002 -0.0001 -0.0000 0.0001 0.0002 0.0003
-0.0088 -0.0091 -0.0092 -0.0093 -0.0094 -0.0095 -0.0095 -0.0095
Helman O. Mozo
Page
Job
257 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-140.12 -2022.07 837.18 -140.13 2866.04 1999.77 -140.13 894.78 1312.90 -140.14 -1393.46 -272.79 56.70 -654.71 158.82 56.70 614.53 1207.25 56.69 -523.76 978.58 56.69 70.39 188.67 56.68 -537.08 259.12 -33.73 203.05 194.67 -33.74 -132.86 -535.63 0.05 52.61 319.54 0.05 -13.26 217.63 0.04 3.06 -115.71 0.03 -0.98 93.53 0.02 -0.17 7.67 0.01 -0.25 -283.59 0.01 -0.14 -28.76 0.06 -75.28 287.10 0.05 19.67 343.51 0.04 -5.10 325.80 0.04 1.04 252.42 0.03 -0.39 129.75 0.02 0.02 83.79 0.02 -0.21 115.18 0.01 -0.20 86.01 0.00 -0.07 4.00 27.18 7471.79 1171.82 27.18 2772.88 -302.69 27.18 -2455.79 742.60 27.17 -1554.17 2038.17 27.17 -880.12 691.35 27.17 289.17 -1634.63 27.17 5521.98 -9141.56 27.17 -996.32 -2056.87 27.17 -996.32 2056.87 27.17 -485.66 366.81 27.17 543.61 -595.31 27.17 21.32 19.81 27.17 -640.20 819.07 27.17 763.56 -1084.85 27.17 -241.96 352.75 27.17 -1237.30 2106.36 137.97 -10694.22 12000.33 418.82 280.39 2250.19 137.97 6106.42 4460.29 137.97 5534.41 -2292.48 137.98 3314.59 -166.77 137.99 1882.33 298.48 10.49 461.71 -409.98 10.48 2174.91 1129.90 3.74 -499.09 -42.74
-2866.04 -1999.76 1951.04 -325.88 1393.46 272.80 -2753.13 -347.04 -143.48 -749.13 654.71 -158.83 -614.53 -1207.26 -365.41 -270.47 -70.39 -188.69 132.87 535.62 -499.52 209.49 -19.67 -343.49 5.10 -325.79 -1.04 -252.40 0.39 -129.73 0.21 -115.16 0.20 -85.99 0.07 -3.98 -52.61 -319.52 13.26 -217.61 -3.06 115.73 0.98 -93.51 -0.21 -58.40 0.17 -7.65 0.25 283.61 0.14 28.78 0.00 0.02 -2772.88 302.69 1658.90 3027.71 -3455.73 1475.89 -1257.77 2165.95 322.63 -1467.42 -5521.97 9141.56 8247.99 -14807.34 -5168.27 -9247.51 485.66 -366.81 -543.61 595.31 -21.32 -19.81 640.20 -819.07 -763.56 1084.85 241.96 -352.75 1237.29 -2106.36 -1814.87 3192.89 -5534.41 2292.49 -6518.87 -1383.08 10694.22 -12000.32 322.53 1846.87 1357.73 -634.16 1065.97 -1252.30 538.86 -1577.37 3587.72 -5631.36 -361.97 -72.75
17:07:07 03/17/10
-2944.65 2901.86 1378.45 -2497.95 -561.83 893.39 -801.21 -207.65 -427.58 333.86 -628.49 59.40 -14.72 3.65 -1.07 0.07 -0.09 -0.13 -230.66 59.40 -14.72 3.65 -1.07 0.34 0.07 -0.09 -0.13 2738.86 2171.14 -2947.35 -1142.21 -171.20 -1292.39 2467.91 -1244.81 -87.95 -124.12 103.99 130.79 -185.09 185.54 208.60 -353.72 -9776.28 -5895.25 10090.48 3528.28 2814.65 1776.08 704.27 4056.15 -855.77
-700.35 1008.36 955.24 -373.39 -415.50 737.95 -160.96 -57.57 49.57 725.81 -324.14 -43.20 -195.07 -663.94 -65.30 -193.87 -666.59 -59.05 -58.48 227.07 796.35 286.61 128.69 137.33 719.26 207.04 7.24 859.45 1334.99 1106.09 1707.72 -238.32 1854.04 -4292.21 -2282.68 291.09 116.03 -122.47 -158.03 251.04 -265.27 -367.52 614.14 8610.13 819.41 -4528.55 -268.44 -482.49 -574.59 -1398.84 -3168.45 -114.78
Helman O. Mozo
Page
Job
258 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
-0.03 553.25 586.82 -0.01 66.18 85.88 418.82 280.38 -2250.18 27.17 5168.28 9247.52 27.17 -322.63 1467.42 27.17 1257.77 -2165.95 27.18 3455.73 -1475.89 27.18 -1658.90 -3027.71 137.98 -322.53 -1846.87 137.98 2240.95 2478.72 137.98 -4895.20 4217.29 137.98 -1357.73 634.17 137.98 2027.61 819.47 137.98 -2832.27 1990.86 137.99 -1065.97 1252.31 137.99 1641.81 -16.40 10.49 -970.24 505.20 10.49 649.27 658.81 10.49 -538.86 1577.35 10.49 -437.63 1116.36 10.50 323.50 -382.34 3.74 361.98 72.76 3.74 -236.10 526.49 -0.03 293.09 328.16 -0.03 209.13 299.39 -0.02 147.78 89.53 -0.02 103.49 161.38 -0.01 31.82 72.30 -0.01 8.36 -87.36 -0.00 0.41 27.64 -0.03 -437.10 432.42 -0.03 -243.11 288.66 -0.02 -174.86 169.31 -0.02 -123.83 100.27 -0.02 -84.35 98.40 -0.01 -48.51 53.83 -0.01 -16.79 -32.83 -0.01 -2.48 -55.20 -0.00 0.30 -13.13 50.30 -14903.96 1508.15 50.29 -6390.59 -138.83 50.29 3124.95 682.51 50.29 1370.33 2037.79 50.29 566.13 712.45 50.28 -596.39 -1667.80 50.28 -5365.23 -9135.02 50.28 1119.19 -2064.15 50.28 1119.19 2064.15 50.28 206.72 379.25 50.28 -327.27 -639.33 50.28 39.58 -8.30 50.28 316.10 937.68
437.10 -432.40 48.51 -53.81 1936.28 932.30 8247.99 14807.33 -289.17 1634.63 880.13 -691.35 1554.17 -2038.17 2455.79 -742.60 -2240.95 -2478.71 4895.20 -4217.29 -3314.59 166.78 -2027.61 -819.46 2832.27 -1990.85 -1882.33 -298.47 -1641.81 16.41 2085.24 653.09 -2174.91 -1129.91 970.24 -505.21 -649.27 -658.82 -461.71 409.97 437.63 -1116.37 236.11 -526.48 -806.14 -23.43 243.11 -288.65 174.86 -169.30 123.83 -100.25 84.35 -98.38 16.79 32.85 2.48 55.21 -0.30 13.15 -293.09 -328.14 -209.13 -299.38 -147.78 -89.51 -103.49 -161.36 -66.18 -85.86 -31.82 -72.28 -8.36 87.37 -0.41 -27.62 0.00 0.02 6390.59 138.84 -2964.51 3069.05 2969.09 1557.69 1441.46 2071.26 -834.81 -1401.06 5365.23 9135.01 -8123.29 -14852.97 5069.75 -9278.97 -206.72 -379.25 327.27 639.33 -39.58 8.30 -316.10 -937.68 408.76 1169.73
17:07:07 03/17/10
1786.20 206.85 1047.36 1877.05 -180.77 780.10 2375.84 460.34 -1544.27 4298.89 -4945.66 -2039.36 2927.64 -2840.12 -1631.19 2245.21 -2213.78 1139.92 -836.29 -633.02 535.74 594.42 -1035.83 967.10 692.57 489.87 338.80 87.68 19.56 0.21 -1316.98 -815.67 -581.92 -410.00 -271.50 -144.88 -45.36 -5.23 0.54 -4962.19 -4583.09 3038.35 1142.15 -82.51 1177.80 -2417.46 1249.73 157.16 64.40 -73.04 -54.67 95.58
278.51 57.84 -622.69 3365.48 916.57 -1042.60 -1666.47 -2178.02 -2605.77 -1047.33 2641.01 -111.62 -705.65 1019.51 764.29 383.54 -439.71 108.11 646.53 1074.33 -1054.90 -450.93 499.97 71.26 234.65 -19.33 113.62 189.65 -57.97 73.57 188.08 -19.32 143.93 -110.19 22.62 -33.29 98.38 -149.37 -23.64 959.98 1435.52 1116.92 1669.10 -211.47 1844.24 -4299.22 -2290.51 290.20 122.84 -125.64 -187.04 277.87
Helman O. Mozo
Page
Job
259 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
50.28 -408.76 -1169.73 -279.03 50.28 279.03 407.42 -852.59 50.28 852.59 2085.20 1459.81 192.82 24010.53 -8892.99 9697.79 806.67 74.75 1157.03 6147.66 192.82 -11596.96 9480.43 -24010.53 192.82 -9697.78 4990.60 5314.17 192.83 -4914.52 2100.84 304.41 192.84 -2672.51 1131.17 -652.49 -45.87 424.46 180.60 598.60 -45.88 272.20 410.40 -2220.58 45.42 292.67 569.37 260.92 -0.06 -314.83 718.78 117.39 -0.03 0.32 83.69 -0.05 806.66 74.76 -1157.02 -1925.34 50.28 -5069.75 9278.98 -8123.29 50.28 834.81 1401.06 596.39 50.29 -1441.46 -2071.26 -566.13 50.29 -2969.09 -1557.70 -1370.33 50.29 2964.51 -3069.05 -3124.95 192.83 -5314.17 6063.64 884.32 192.83 -884.32 243.52 -9025.26 192.83 9025.26 -889.98 4914.52 192.83 -304.41 2110.44 1727.14 192.84 -1727.14 644.49 -4376.26 192.84 4376.26 410.86 2672.51 192.85 652.49 1347.01 1411.27 192.85 -1411.28 8.29 -2915.48 -45.88 -739.92 320.51 -272.20 -45.87 705.44 1097.33 739.92 -45.87 -598.60 1095.57 -705.44 -45.86 78.33 277.80 -424.46 -45.86 -609.53 195.62 -78.34 45.43 -260.93 -196.31 -223.67 45.43 223.66 524.85 730.86 -0.06 80.06 374.50 -29.91 -0.05 -20.25 262.13 7.71 -0.04 4.82 -78.56 -1.71 -0.04 -1.40 121.81 0.54 -0.02 -0.23 29.85 0.23 -0.01 -0.24 -270.00 0.18 -0.01 -0.12 -23.80 0.06 -0.06 -117.39 199.82 -80.06 -0.05 29.91 297.61 20.25 -0.05 -7.71 281.74 -4.82 -0.04 1.71 222.61 1.40 -0.03 -0.54 102.95 -0.32 -0.03 0.05 60.08 0.23 -0.02 -0.23 94.46 0.24 -0.01 -0.18 79.53 0.12 -0.00 -0.06 0.73 -0.00 -22.84 -14921.02 -1409.31 6513.01
-407.42 -126.91 -291.02 -2085.20 -120.21 -351.63 3192.49 267.99 611.64 -4990.60 20306.21 -8363.61 -2897.44 5880.07 -1644.66 8893.00 -21385.88 11035.09 -6063.63 -2640.73 -646.40 -2110.43 -2777.18 -5.78 -1347.00 -2003.01 -130.02 -1095.58 720.10 -644.03 -6473.53 -1371.41 -4267.67 196.31 550.19 760.99 -199.81 -356.11 936.03 -60.06 0.49 42.63 2053.45 -874.39 423.56 14852.97 -1845.82 3376.27 1667.80 422.88 906.76 -712.45 -732.55 -1015.75 -2037.79 -2057.88 -1705.09 -682.51 -92.68 -2167.19 -243.51 -2668.59 3506.10 889.99 -5969.63 682.84 -2100.83 8397.46 -1801.70 -644.48 857.07 883.11 -410.86 -3676.74 140.74 -1131.16 4246.25 -433.91 -8.28 1243.23 806.46 -192.62 -2606.48 -111.04 -410.41 -712.40 -63.28 -320.52 1017.35 546.77 -1097.34 -917.87 -1.25 -180.61 -243.63 68.41 -277.82 -484.17 -57.86 -524.84 -481.61 -716.71 -281.99 948.65 241.36 -297.59 90.45 138.71 -281.72 -22.60 -35.34 -222.60 5.61 -543.17 -102.93 -1.55 34.04 -94.44 0.01 -116.50 -79.51 -0.11 -630.38 -0.71 -0.11 -44.20 -374.48 -356.11 -315.01 -262.11 90.45 64.02 78.58 -22.60 649.88 -121.79 5.61 181.85 -83.67 -1.55 34.77 -29.83 0.49 54.55 270.02 0.01 657.38 23.82 -0.11 186.39 0.02 -0.11 1.34 -398.54 -4900.79 -1053.74
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
260 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-22.84 -6513.01 398.54 -22.84 3077.57 -699.65 -22.84 1653.71 -2316.28 -22.84 -357.59 326.50 -22.84 4759.66 -3884.39 -22.84 -7708.97 11636.14 -22.84 1041.65 1965.29 -22.84 1041.65 -1965.29 -22.84 443.96 -677.87 -22.83 -541.08 936.74 -22.83 67.45 -18.27 -22.83 405.51 -1150.31 -22.83 -454.19 1273.40 -22.83 268.26 -376.01 -22.83 678.24 -1927.74 -156.14 -24002.79 -8839.05 -409.89 -355.60 -2210.53 -156.14 11541.29 9560.23 -156.14 9712.82 5035.30 -156.14 4925.26 2133.58 -156.15 2640.72 1163.79 -3.45 534.04 -331.48 -3.44 2513.10 1219.45 1.24 470.86 29.36 0.03 477.82 467.22 0.01 82.81 85.96 -409.89 -355.59 2210.52 -22.84 -4885.38 -9057.01 -22.84 -1659.97 813.25 -22.84 -1042.99 2121.01 -22.84 -2784.28 998.05 -22.84 2716.75 3520.15 -156.14 5336.52 6136.73 -156.14 903.42 266.43 -156.14 -9009.40 -878.28 -156.14 310.03 2144.04 -156.14 1746.47 656.51 -156.15 -4343.22 410.89 -156.15 -749.11 1397.54 -156.15 1565.64 119.12 -3.44 -1101.95 332.39 -3.45 744.78 778.50 -3.45 -615.58 1457.98 -3.45 -492.73 1117.57 -3.45 312.31 -353.60 1.23 -366.82 -64.30 1.23 229.73 -538.87 0.03 321.16 353.72 0.02 239.55 293.36 0.02 171.96 90.99 0.02 122.26 160.94 0.01 46.37 72.37
-2716.75 -3520.15 -4521.68 -1529.28 2784.28 -998.05 2922.59 -846.43 1042.99 -2121.01 1095.40 -1802.43 1659.97 -813.25 399.95 -149.48 7708.97 -11636.14 3079.47 -3833.23 -8213.84 14877.61 -2853.75 4751.89 4885.38 9057.01 1196.84 2225.72 -443.96 677.87 102.94 -221.74 541.08 -936.74 118.79 -194.71 -67.46 18.27 -121.16 190.14 -405.51 1150.31 -66.84 223.82 454.19 -1273.40 113.36 -319.58 -268.26 376.01 -133.31 304.36 -678.24 1927.74 -85.92 325.21 1283.61 -3028.27 227.36 -574.36 -9712.83 -5035.29 -20310.61 -8358.04 7720.92 1377.68 6960.11 -787.03 24002.79 8839.05 21347.80 11050.62 -5336.52 -6136.72 2636.33 -663.51 -310.03 -2144.03 2780.26 -6.30 749.11 -1397.53 2042.07 -140.81 615.58 -1457.99 809.18 -1259.56 4443.15 -6475.90 4896.31 -3699.86 366.81 64.29 832.52 93.08 459.07 -385.39 1689.78 147.60 64.13 -53.88 265.01 57.85 -2630.34 -837.81 -1410.83 648.59 -8213.84 -14877.61 -1832.70 -3348.66 -4759.66 3884.40 -1896.81 1388.02 357.59 -326.50 -250.10 654.80 -1653.71 2316.28 -2104.63 1571.75 -3077.57 699.65 -208.44 2437.68 -903.42 -266.43 2670.54 3536.33 9009.40 878.28 5971.58 689.59 -4925.26 -2133.57 -8394.38 -1814.37 -1746.47 -656.50 -865.32 896.10 4343.22 -410.88 3668.49 147.97 -2640.72 -1163.78 -4207.19 -453.54 -1565.64 -119.11 -1394.42 770.14 2510.14 1209.73 2455.29 800.51 -2513.10 -1219.46 -2544.53 -624.38 1101.95 -332.41 1299.86 313.99 -744.78 -778.51 -957.52 478.26 -534.04 331.46 -722.71 1019.93 492.73 -1117.58 566.65 -1035.52 -229.74 538.86 -592.90 471.64 668.23 -7.40 892.45 -542.92 273.82 -298.41 1073.11 99.76 203.43 -167.01 798.97 227.89 143.94 -100.76 569.76 -17.62 102.01 -98.21 404.49 113.15 29.95 32.81 137.64 189.71
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
261 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00
17.31 3.73 -459.07 -273.82 -203.43 -143.94 -102.01 -64.13 -29.95 -7.24 -1.74
-87.36 27.57 385.40 298.43 167.02 100.78 98.23 53.90 -32.79 -55.23 -13.16
7.24 1.74 -321.16 -239.55 -171.96 -122.26 -82.81 -46.37 -17.31 -3.73 -0.00
55.25 13.18 -353.70 -293.34 -90.97 -160.92 -85.94 -72.35 87.37 -27.56 0.02
17:07:07 03/17/10
44.27 9.87 -1407.22 -925.93 -677.07 -480.11 -333.34 -199.28 -85.24 -19.78 -3.14
-57.91 73.50 57.17 9.18 137.17 -108.48 22.15 -33.28 98.44 -149.31 -23.71
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 7 "COMBO 2-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0006712 4.112e-005 -0.00677 0.2359 0.2806 0.1150 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01603 -940.3 63.22 0.0000 0.0000 0.0000 -3.506 -947.4 71.81 D4Z13P 0.01543 188.3 -12.66 0.0000 0.0000 0.0000 0.01543 181.6 0.6771 D5Z19P 0.0173 1.168e-005 -0.001165 -0.0027 0.0330 0.0086 -6.323 -6.34 18.73 D6Z26P 0.02593 -877.2 58.97 0.0000 0.0000 0.0000 -2.507 -883.1 85.26 D7Z31P 0.02532 192.8 -12.97 0.0000 0.0000 0.0000 0.02532 187.3 18.35 D8Z26P 0.02616 0.0009909 -0.00221 -0.0015 0.0393 0.0124 -5.807 -5.832 26.28 D9Z13P 0.018 0.0002201 -0.001321 0.0041 -0.0162 0.0084 -6.685 -6.703 13.34 D10Z31P 0.02591 0.0006333 -0.002398 0.0075 -0.0214 0.0188 -5.468 -5.494 31.32 D11Z36P 0.02545 0.0005047 -0.002488 -0.0057 0.0304 0.0190 -5.133 -5.158 36.32 D12Z45P 0.03428 0.002166 -0.003722 -0.0003 0.0437 0.0225 -4.569 -4.601 44.57 D13Z45P 0.03424 -923.2 62.06 0.0000 0.0000 0.0000 -2.349 -927.8 106.6 D14Z50P 0.03212 190.8 -12.83 0.0000 0.0000 0.0000 0.03212 186.6 37.53 D15Z55P 0.03042 0.000928 -0.003961 -0.0028 0.2072 0.0178 -3.853 -3.882 55.28 D16Z68P 0.0234 -0.0008615 -0.0009083 -0.0016 -0.3589 0.1100 3.055 -3.032 67.95 D17Z68P 0.02305 0.000657 -0.003994 -0.0373 -0.2402 0.0574 -3.008 -3.031 67.95 D18Z55P 0.03086 -0.001135 -0.0006243 -0.0039 0.2014 0.0561 3.914 -3.884 55.28 D19Z75P 0.01166 -0.001682 -0.001742 -0.0049 -0.0032 0.0952 2.545 -2.535 75.35 D20Z75P 0.01356 0.001594 -0.003321 0.0416 -0.1482 0.0501 -2.52 -2.532 75.35 D21Z81P 0.005769 -0.001176 -0.002713 -0.0227 -0.0783 0.1066 2.138 -2.134 81.32 D22Z81P 0.004791 0.001247 -0.002118 0.0041 -0.0263 0.0479 -2.128 -2.131 81.32 D23Z86P 0.001556 0.0006298 -0.0009736 -0.0126 -0.0348 0.0522 -1.825 -1.826 85.87 D24Z86P 0.0009077 -0.0009188 -0.003908 0.0192 -0.0154 0.1109 1.827 -1.827 85.87 D25Z90P -0.0003622 -0.001324 -0.005093 -0.0878 -0.0600 0.1114 1.576 -1.578 89.59 D26Z90P -0.0002495 0.001686 0.0002959 0.0479 -0.0522 0.0514 -1.577 -1.575 89.6 D27Z93P 0.0004659 -0.0002186 0.002111 -0.0902 0.1398 0.0499 -1.325 -1.325 93.34 D28Z50P 0.03221 0.001319 -0.003882 0.0130 -0.0935 0.0341 -4.182 -4.213 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01504 940.3 -63.22 0.0000 0.0000 0.0000 3.538 933.3 -54.63 D31Z19P 0.01765 -0.0007275 -0.0009698 -0.0013 0.0259 0.0219 6.358 -6.341 18.73 D32Z26P 0.02432 877.2 -58.98 0.0000 0.0000 0.0000 2.557 871.4 -32.69 D33Z26P 0.02435 -0.0002306 -0.0009008 -0.0029 0.0393 0.0304 5.857 -5.833 26.28 D34Z13P 0.01767 -7.028e-005 -0.0003243 0.0099 -0.0027 0.0177 6.721 -6.703 13.34 D35Z31P 0.0254 -0.0005058 -0.001031 0.0012 -0.0012 0.0398 5.52 -5.495 31.32 D36Z36P 0.02583 -0.0007949 -0.001193 0.0009 0.0309 0.0439 5.184 -5.159 36.32 D37Z45P 0.03344 -0.001389 -0.0005536 -0.0022 0.0439 0.0533 4.637 -4.605 44.57 D38Z45P 0.0334 923.2 -62.07 0.0000 0.0000 0.0000 2.417 918.6 -17.49 D39Z50P 0.03217 -0.001261 -0.0005707 -0.0070 -0.0787 0.0685 4.247 -4.216 50.35 D40Z113P 0.1505 -0.0001951 0.009233 -0.0110 0.5584 0.1070 -1.174 -1.325 113.3 D41Z113P 0.1505 0.0002601 -0.01489 0.0188 0.5601 0.1775 1.476 -1.325 113.2 D42Z110P 0.1189 -0.000173 0.00853 0.0159 0.5312 0.0975 -1.206 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
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263 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.1189 0.0003151 0.08942 -0.0002274 0.08942 0.000336 0.06223 -0.0001956 0.06226 0.000261 0.03793 -0.0001168 0.03787 0.0002104 0.01708 2.677e-005 0.01727 -0.0001053 0.00644 0.002727 0.0262 0.002894 0.04919 0.001107 0.07532 0.0009953 0.1037 0.000473 0.1344 0.0004264 0.1666 0.0002885 0.009951 -0.006787 0.02782 -0.0006236 0.05011 -0.002485 0.07567 -0.0001999 0.104 -0.0008578 0.1344 -0.0001257 0.1667 -0.0002191 0.1851 0.0002784 0.1948 -0.0005281 0.1947 0.0008005 0.185 -0.0001093 0.2116 0.0001528 0.2117 0.0009419 0.2293 0.0001083 0.2294 0.0005714 0.2473 0.000252 0.2473 0.0005812 0.2657 0.0001924 0.2658 0.000323 0.2847 0.0003207 0.2847 0.0003006 0.3037 0.0002854 0.3038 6.712e-005 0.323 -0.00019 0.3231 0.000429 0.3642 0.0005203 0.3641 -0.0003849 0.3362 -0.0002736 0.3498 0.0007252 0.3499 -0.0005903 0.3362 0.0004666 0.5391 -0.0003367 0.5391 -9.132e-005 0.3728 -0.0003048 0.3818 0.0005147 0.3909 -0.0003473
-0.01405 0.007658 -0.01303 0.0066 -0.0118 0.005337 -0.01036 0.003848 -0.008632 0.003046 -0.009602 0.006023 -0.01248 0.008138 -0.01451 0.009545 -0.00766 0.004652 -0.01111 0.00718 -0.01358 0.008923 -0.01526 -0.01206 0.00452 -0.01045 0.006233 0.004807 -0.01081 0.005095 -0.01109 0.005307 -0.01137 0.005521 -0.01158 0.005671 -0.01178 0.005826 -0.01193 -0.01208 0.005934 0.002102 -0.008324 -0.01086 0.003415 -0.0096 0.004712 0.003118 -0.0095 -0.008518 0.002422 -0.00883
-0.0336 -0.0161 0.0462 0.0333 -0.0884 -0.0438 0.1363 0.0894 -0.2562 -0.0057 0.0213 0.0046 0.0084 -0.0013 0.0051 0.0019 0.0079 -0.0075 -0.0131 -0.0034 -0.0025 -0.0006 -0.0141 -0.0856 0.0167 -0.0481 0.0635 -0.0242 0.0174 0.0038 0.0055 -0.0033 0.0045 -0.0007 0.0067 -0.0022 0.0028 -0.0016 0.0135 0.0025 -0.0046 -0.0002 -0.0219 -0.0148 0.0185 -0.0244 0.0071 0.0055 -0.0015 0.0016 0.0082 -0.0026
17:07:07 03/17/10
0.5231 0.4821 0.4976 0.4625 0.4305 0.3595 0.4233 0.3903 0.2573 0.2969 0.3628 0.4235 0.4710 0.5091 0.5473 0.5502 0.2940 0.3523 0.4182 0.4677 0.5080 0.5466 0.5606 0.5570 0.6288 0.6346 0.5481 0.7047 0.7109 0.7210 0.7178 0.7325 0.7323 0.7554 0.7546 0.7672 0.7675 0.7743 0.7722 0.7776 0.7824 0.8810 0.8875 0.7960 0.8152 0.8172 0.7745 1.0330 1.0332 0.9137 0.9341 0.9567
0.1671 0.0880 0.1567 0.0784 0.1463 0.0689 0.1359 0.0594 0.1254 0.0547 0.1307 0.0737 0.1515 0.0927 0.1723 0.1117 0.1202 0.0642 0.1411 0.0832 0.1619 0.1022 0.1827 0.2032 0.1205 0.2121 0.1182 0.1206 0.2100 0.1208 0.2079 0.1209 0.2058 0.1211 0.2038 0.1212 0.2017 0.1213 0.1996 0.1975 0.1215 0.1102 0.2068 0.2016 0.1154 0.2063 0.1212 0.1102 0.2067 0.2068 0.1102 0.2068
1.444 -1.236 1.414 -1.263 1.387 -1.287 1.363 -1.308 1.342 -1.319 1.351 -1.276 1.4 -1.221 1.459 -1.158 1.335 -1.297 1.375 -1.249 1.429 -1.191 1.492 1.087 -0.4952 0.8847 -0.7167 -0.4784 0.9017 -0.4607 0.9194 -0.4427 0.9373 -0.4243 0.9558 -0.4053 0.9747 -0.3863 0.9938 1.013 -0.3669 0.01418 0.7141 0.9129 -0.1135 0.8132 -0.2405 0.1891 0.8891 0.7228 0.03176 0.7409
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.322 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -1.332 -1.326 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9014 -0.6905 -0.6892 -0.9018 -0.6898 -0.6891 -0.6899 -0.6894 -0.6897 -0.6894 -0.6898 -0.6897 -0.6897 -0.6897 -0.6897 -0.6899 -0.6902 -0.6896 -0.3495 -0.3504 -0.5769 -0.4626 -0.4639 -0.5762 -0.3503 -0.3501 -0.3503 -0.3495 -0.3503
109.9 106.6 106.6 103.3 103.3 99.99 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
264 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.4003 0.0004037 0.002667 0.0073 0.9771 0.1102 0.4098 -0.0002932 -0.009069 -0.0016 0.9946 0.2068 0.4195 0.0002986 0.002842 0.0067 1.0016 0.1102 0.4292 -0.0002642 -0.009237 -0.0018 1.0065 0.2068 0.439 0.0001928 0.002966 0.0065 1.0172 0.1102 0.4489 -0.0002303 -0.009359 -0.0017 1.0260 0.2068 0.4588 8.686e-005 0.003052 0.0064 1.0324 0.1102 0.4689 -0.0001982 -0.009441 -0.0017 1.0373 0.2068 0.4789 -1.908e-005 0.003101 0.0063 1.0415 0.1102 0.489 -0.0001663 -0.009487 -0.0016 1.0447 0.2067 0.4991 -0.0001248 0.003116 0.0058 1.0388 0.1102 0.5091 -0.0001356 -0.009498 -0.0016 1.0321 0.2067 0.5191 -0.0002307 0.003118 0.0055 1.0329 0.1102 0.5291 -0.000106 -0.0095 -0.0015 1.0332 0.2067 -0.001398 -0.0005198 0.001463 0.0551 0.0052 0.0482 0.001132 0.001845 -0.0003734 -0.0225 -0.0200 0.0529 0.003842 0.00096 -0.001559 0.0204 -0.0463 0.0495 0.007651 0.001119 -0.002573 -0.0014 -0.0751 0.0499 0.02144 0.004014 -0.004061 0.0028 -0.0256 0.0426 0.06371 0.001205 -0.006537 0.0185 -0.1502 0.0444 0.01506 0.000719 -2.062e-005 0.0021 0.0850 0.0053 0.01606 0.0003049 -0.00117 -0.0013 0.0853 -0.0007 0.3818 -0.0003476 -0.008674 0.0035 0.9338 0.2068 0.4003 -0.0003149 -0.00895 -0.0031 0.9759 0.2068 0.4195 -0.0002799 -0.009154 -0.0014 1.0015 0.2068 0.439 -0.0002468 -0.009298 -0.0018 1.0183 0.2068 0.4588 -0.0002143 -0.0094 -0.0017 1.0324 0.2068 0.4789 -0.0001821 -0.009464 -0.0017 1.0404 0.2068 0.4991 -0.0001507 -0.009493 -0.0016 1.0386 0.2067 0.5191 -0.0001207 -0.009499 -0.0015 1.0340 0.2067 -0.002634 0.002177 -0.006381 -0.0663 -0.0066 0.1119 0.0006645 -0.002047 -0.004454 0.0090 -0.0033 0.1119 0.002633 -0.0006305 -0.00342 -0.0144 -0.0566 0.1088 0.009746 -0.001702 -0.002165 -0.0123 -0.0593 0.1026 0.01229 -0.00154 -0.001667 0.0006 -0.0247 0.0927 0.06376 -0.001063 0.001702 -0.0094 -0.1109 0.0857 0 0 0 0.0000 0.0000 0.0000 0.0006549 -2.836e-005 -0.00693 -0.2433 0.2910 -0.0384 940.4 0.0007285 63.22 0.0000 0.0000 0.0000 1000 4.423e-005 113.8 0.0000 0.0000 0.0000 877.2 -0.000228 58.98 0.0000 0.0000 0.0000 1000 -0.0005235 105 0.0000 0.0000 0.0000 923.2 -0.001392 62.07 0.0000 0.0000 0.0000 1000 -0.001251 111.3 0.0000 0.0000 0.0000 0.01711 -0.001838 -0.001427 0.0039 -0.3706 -0.0549 0.02403 -0.001505 -0.0009791 -0.0032 0.2130 -0.0105 0.007473 -0.000603 -0.00227 -0.0035 -0.0049 -0.0341 0.001973 -0.0004555 -0.00327 0.0028 -0.0347 -0.0384 -0.0003732 -6.457e-005 -0.004269 -0.0294 -0.0100 -0.0409 -0.001366 0.0008629 -0.005394 0.0782 -0.0722 -0.0395 940.4 -0.0004235 63.22 0.0000 0.0000 0.0000 0.01607 -0.0004153 0.0002612 -0.0023 0.0859 0.0018
17:07:07 03/17/10
0.05027 0.7598 0.06946 0.7792 0.08898 0.7989 0.1088 0.8189 0.1289 0.839 0.1491 0.8591 0.1691 0.8791 -1.441 -1.691 -1.964 -2.308 -2.739 -3.341 7.038 -7.006 0.7318 0.7503 0.7695 0.789 0.8088 0.8289 0.8491 0.8691 1.437 1.693 1.97 2.326 2.773 3.469 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.048 3.907 2.541 2.134 1.826 1.575 947.4 7.039
-0.3496 -0.3503 -0.3497 -0.3503 -0.3498 -0.3502 -0.3499 -0.3502 -0.35 -0.3502 -0.3501 -0.3501 -0.3502 -0.3501 -1.44 -1.69 -1.967 -2.315 -2.756 -3.404 -7.022 -7.022 -0.3503 -0.3503 -0.3503 -0.3502 -0.3502 -0.3502 -0.3502 -0.3501 -1.438 -1.694 -1.968 -2.318 -2.762 -3.406 1.457e-011 1.325 -3.522 4.423e-005 -2.533 -0.0005235 -2.385 -0.001251 3.029 3.882 2.533 2.132 1.826 1.577 3.522 7.022
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 127.1 85.26 136.3 106.6 161.7 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59
Helman O. Mozo
Page
Job
265 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0.01712 0.0004794 877.2 -0.0004743 0.02179 -0.0004722 0.01822 0.0001522 0.02226 -0.0005417 0.02226 -0.0006084 0.02704 -0.0008923 923.2 -0.0008888 0.02549 -0.001241 0.1511 0.0003735 0.1195 0.0004971 0.09005 0.0003926 0.06284 0.000398 0.03833 0.0003083 0.01754 0.0003961 0.02657 -0.002476 0.07593 -0.0002917 0.135 0.0003501 0.01012 0.006947 0.05064 0.00308 0.1046 0.00162 0.1673 0.001024 0.1858 0.0006976 0.1957 0.0003093 0.2123 0.0009165 0.2298 0.0006562 0.2476 0.0006252 0.2658 0.0003632 0.2846 0.000323 0.3035 9.713e-005 0.3227 7.48e-005 0.3632 -0.0004501 0.3355 -9.505e-005 0.349 -2.034e-005 0.5393 -9.092e-005 0.3719 -0.0002541 0.3901 -0.0002373 0.4091 -0.0002276 0.4286 -0.0002141 0.4485 -0.0001953 0.4686 -0.0001759 0.4889 -0.0001561 0.5091 -0.0001333 0.5292 -0.000105 0.3809 -0.0003186 0.3995 -0.000295 0.4188 -0.0002654 0.4385 -0.0002365 0.4585 -0.0002072 0.4787 -0.0001779 0.499 -0.0001489
0 -0.000614 58.98 -0.0006905 2.064e-005 -0.0008684 -0.001069 -0.0007574 62.07 -0.000864 -0.0149 -0.01407 -0.01307 -0.01185 -0.01044 -0.008752 -0.009704 -0.01253 -0.01453 -0.007799 -0.01118 -0.01361 -0.01527 -0.01201 -0.01032 -0.01065 -0.01098 -0.01122 -0.01146 -0.01164 -0.01181 -0.01194 -0.008347 -0.0108 -0.00958 -0.009519 -0.008522 -0.008835 -0.009075 -0.009248 -0.00937 -0.009453 -0.009499 -0.009515 -0.009518 -0.008698 -0.008973 -0.009176 -0.009319 -0.009421 -0.009485 -0.009513
0.0000 0.0000 0.0000 0.0036 0.0105 -0.0074 0.0000 0.0000 0.0000 0.0053 0.0264 -0.0096 -0.0070 -0.0127 -0.0073 0.0008 -0.0055 -0.0143 0.0026 0.0160 -0.0149 0.0035 0.0309 -0.0175 0.0000 0.0000 0.0000 0.0073 -0.0863 -0.0277 -0.0163 0.5612 -0.0956 0.0327 0.5229 -0.0861 -0.0470 0.4981 -0.0765 0.0865 0.4317 -0.0670 -0.1393 0.4262 -0.0575 0.2515 0.2608 -0.0479 -0.0252 0.3661 -0.0527 -0.0095 0.4719 -0.0718 -0.0008 0.5467 -0.0908 -0.0121 0.2981 -0.0432 0.0107 0.4201 -0.0622 0.0008 0.5082 -0.0813 -0.0034 0.5526 -0.1004 0.0591 0.5475 -0.1056 0.0148 0.6244 -0.1074 -0.0170 0.6967 -0.1078 0.0119 0.7131 -0.1081 0.0042 0.7249 -0.1085 0.0068 0.7480 -0.1089 0.0049 0.7597 -0.1092 0.0057 0.7678 -0.1096 0.0023 0.7751 -0.1099 -0.0011 0.8801 -0.0995 0.0173 0.7623 -0.1101 0.0323 0.7998 -0.1045 -0.0014 1.0399 -0.0995 -0.0102 0.9164 -0.0995 -0.0023 0.9635 -0.0995 -0.0024 0.9998 -0.0995 -0.0021 1.0152 -0.0995 -0.0020 1.0331 -0.0995 -0.0020 1.0442 -0.0995 -0.0019 1.0499 -0.0995 -0.0017 1.0408 -0.0995 -0.0015 1.0404 -0.0995 0.0017 0.9427 -0.0995 0.0004 0.9837 -0.0995 0.0000 1.0087 -0.0995 -0.0005 1.0242 -0.0995 -0.0005 1.0394 -0.0995 -0.0006 1.0485 -0.0995 -0.0009 1.0457 -0.0995
17:07:07 03/17/10
7.6 6.358 883.1 5.855 6.721 5.517 5.18 4.63 927.8 4.24 1.476 1.445 1.415 1.388 1.363 1.343 1.352 1.401 1.46 1.335 1.376 1.43 1.492 1.087 0.8857 0.9023 0.9198 0.9376 0.9558 0.9746 0.9935 1.013 0.7132 0.9122 0.8124 0.8893 0.7219 0.7401 0.7591 0.7786 0.7985 0.8186 0.8389 0.8591 0.8792 0.7309 0.7495 0.7688 0.7885 0.8085 0.8287 0.849
7.6 6.341 2.532 5.832 6.703 5.494 5.158 4.602 2.382 4.213 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.332 1.328 1.327 1.326 0.9024 0.6903 0.6909 0.6907 0.6906 0.6904 0.6903 0.6901 0.6901 0.3495 0.5766 0.4633 0.3499 0.3497 0.3498 0.3498 0.3498 0.3498 0.3498 0.3498 0.3499 0.3499 0.3497 0.3497 0.3497 0.3498 0.3498 0.3498 0.3499
0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.5192 -0.00012 D206Z92P -0.00327 -0.002354 D207Z88P -8.667e-006 0.001448 D208Z84P 0.001135 -0.0003878 D209Z79P 0.005132 -0.000378 D210Z72P 0.007028 -0.001088 D211Z62P 0.05968 -0.000754 D212Z93P 0 0 D213Z93P 0.0004285 0.0002034 D214Z9P 0.01588 -940.3 D215Z13P 0.01557 -188.3 D216Z26P 0.02176 -877.2 D217Z31P 0.02217 -192.8 D218Z45P 0.027 -923.2 D219Z50P 0.02544 -190.8 D220Z68P 0.01705 0.001863 D221Z55P 0.02383 0.001713 D222Z75P 0.00738 0.0004663 D223Z81P 0.00225 0.0001681 D224Z86P -0.0006813 0.0002215 D225Z90P -0.000898 -0.001311 D226Z9P 0.01719 940.3 D227Z9P 0.01744 -0.0006619 D228Z0P 0 0 D229Z19P 0.01662 0.0002488 D230Z26P 0.02305 877.2 D231Z26P 0.02322 -0.000176 D232Z13P 0.01874 -0.0003293 D233Z31P 0.02262 0.0005074 D234Z36P 0.02186 0.0009688 D235Z45P 0.02774 0.0002118 D236Z45P 0.0277 923.2 D237Z50P 0.02552 0.001231 D238Z113P 0.1511 -0.0003056 D239Z110P 0.1195 -0.0003051 D240Z107P 0.09005 -0.0002864 D241Z103P 0.06281 -0.0002885 D242Z100P 0.03839 -0.0002847 D243Z97P 0.01736 -0.000262 D244Z98P 0.02821 0.0002935 D245Z105P 0.07628 -0.0003045 D246Z112P 0.1351 -0.0003476 D247Z95P 0.006571 -0.002852 D248Z102P 0.04971 -0.001558 D249Z108P 0.1044 -0.000978 D250Z115P 0.1672 -0.0006989 D251Z117P 0.1858 -0.0004861 D252Z118P 0.1956 -9.933e-005 D253Z119P 0.2123 0.000169 D254Z121P 0.2298 3.266e-005 D255Z122P 0.2476 0.0002151 D256Z124P 0.2658 0.0001588
-0.009518 -0.006615 -0.004745 -0.003791 -0.002762 -0.002209 0.001476 0 0.00225 -63.22 -12.66 -58.98 -12.97 -62.07 -12.83 -0.003435 -0.003581 -0.002662 -0.001673 -0.0005696 0.000535 63.22 -0.001502 0 -0.001518 58.97 -0.002374 -0.001699 -0.002519 -0.002587 -0.003473 62.06 -0.003549 0.009228 0.008532 0.007675 0.006638 0.005401 0.003947 0.004732 0.007205 0.00892 0.003163 0.006072 0.008146 0.009538 0.006145 0.004448 0.004774 0.00502 0.005271 0.005452
-0.0014 0.0522 -0.0225 0.0040 0.0032 -0.0101 0.0086 0.0000 0.0937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0012 0.0018 0.0004 -0.0086 0.0199 -0.0442 0.0000 0.0009 0.0000 -0.0018 0.0000 -0.0034 -0.0086 -0.0117 -0.0007 -0.0049 0.0000 -0.0158 0.0109 -0.0167 0.0162 -0.0324 0.0459 -0.0858 0.0104 0.0039 0.0014 0.0096 -0.0032 0.0006 -0.0092 -0.0695 -0.0423 0.0070 -0.0024 -0.0030 -0.0009
17:07:07 03/17/10
1.0399 0.0098 -0.0051 -0.0331 -0.0684 -0.0028 -0.1200 0.0000 0.1461 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3654 0.2161 -0.0011 -0.0352 -0.0126 -0.0302 0.0000 0.0872 0.0000 0.0158 0.0000 0.0296 -0.0287 -0.0204 0.0187 0.0335 0.0000 -0.0915 0.5562 0.5311 0.4825 0.4641 0.3617 0.3948 0.3556 0.4686 0.5462 0.3023 0.4255 0.5092 0.5584 0.5636 0.6300 0.7007 0.7105 0.7247 0.7473
-0.0995 0.8692 -0.0367 1.437 -0.0410 1.692 -0.0393 1.969 -0.0394 2.321 -0.0329 2.767 -0.0353 3.464 0.0000 1.9e-015 -0.0891 -1.325 0.0000 3.538 0.0000 0.01557 0.0000 2.555 0.0000 0.02217 0.0000 2.41 0.0000 0.02544 -0.0919 -3.014 -0.0404 -3.859 -0.0749 -2.526 -0.0825 -2.13 -0.0874 -1.827 -0.0880 -1.577 0.0000 -3.505 -0.0027 -7.005 0.0000 -7.6 -0.0174 -6.324 0.0000 -2.51 -0.0239 -5.81 -0.0146 -6.684 -0.0317 -5.472 -0.0347 -5.136 -0.0416 -4.575 0.0000 -2.355 -0.0551 -4.189 -0.1566 -1.174 -0.1454 -1.205 -0.1341 -1.235 -0.1229 -1.262 -0.1116 -1.287 -0.1004 -1.308 -0.1060 -1.297 -0.1285 -1.249 -0.1510 -1.19 -0.0947 -1.318 -0.1172 -1.275 -0.1398 -1.221 -0.1623 -1.158 -0.1819 -0.7158 -0.1904 -0.4944 -0.1888 -0.4777 -0.1871 -0.4602 -0.1855 -0.4424 -0.1839 -0.4242
0.3499 1.437 1.694 1.967 2.315 2.759 3.404 1.325 1.325 -933.3 -181.6 -871.4 -187.3 -918.6 -186.6 3.033 3.885 2.534 2.133 1.827 1.575 947.4 7.022 7.6 6.341 883.1 5.833 6.703 5.495 5.159 4.603 927.8 4.216 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.322 1.323 1.324 1.324 0.9012 0.6899 0.6902 0.69 0.6902 0.6902
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -54.63 0.6772 -32.69 18.35 -17.49 37.52 67.95 55.28 75.35 81.32 85.87 89.6 71.81 8.588 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.3 109.9 106.6 103.3 99.99 96.66 98.32 105 111.6 95 101.6 108.3 114.9 117 118 119.4 120.8 122.2 123.7
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2846 0.3035 0.3225 0.3631 0.3356 0.349 0.5393 0.3719 0.3901 0.4091 0.4286 0.4485 0.4686 0.4888 0.5091 0.5292 0.3809 0.3995 0.4189 0.4385 0.4585 0.4787 0.499 0.5191 -0.001589 -0.0002436 0.001157 0.0054 0.007175 0.05971 0 940.4 1000 877.2 1000 923.2 1000 940.4 877.2 923.2 0.3728 0.3909 0.4098 0.4292 0.4489 0.4689 0.489 0.5091 0.5291
0.000303 0.005634 -0.0042 0.7602 -0.1823 0.0002607 0.005764 0.0055 0.7650 -0.1806 0.0001979 0.005895 -0.0052 0.7690 -0.1790 0.0005824 0.002166 -0.0216 0.8880 -0.1927 0.0003092 0.004683 -0.0248 0.7825 -0.1849 0.0002124 0.003437 -0.0356 0.8029 -0.1911 -0.0003364 0.003185 0.0055 1.0403 -0.1926 0.0006176 0.002343 0.0094 0.9203 -0.1926 0.0004177 0.002624 0.0042 0.9637 -0.1926 0.0003423 0.002834 0.0055 1.0015 -0.1926 0.0002346 0.002978 0.0052 1.0134 -0.1926 0.0001336 0.003083 0.0053 1.0330 -0.1926 3.02e-005 0.00315 0.0053 1.0443 -0.1926 -7.312e-005 0.003182 0.0054 1.0516 -0.1926 -0.0001777 0.003185 0.0054 1.0391 -0.1926 -0.0002833 0.003185 0.0055 1.0402 -0.1926 0.0004899 0.002483 0.0120 0.9407 -0.1926 0.000387 0.002729 0.0035 0.9829 -0.1926 0.0002868 0.002905 0.0057 1.0087 -0.1926 0.0001847 0.00303 0.0052 1.0253 -0.1926 8.182e-005 0.003116 0.0054 1.0394 -0.1926 -2.134e-005 0.003165 0.0053 1.0474 -0.1926 -0.0001252 0.003182 0.0054 1.0459 -0.1926 -0.0002304 0.003185 0.0055 1.0410 -0.1926 0.0006832 0.001639 -0.0517 0.0154 -0.0864 -0.001278 -6.039e-005 0.0271 0.0092 -0.0884 0.000263 -0.001108 -0.0136 -0.0392 -0.0848 3.046e-005 -0.002199 -0.0037 -0.0604 -0.0818 0.0007341 -0.002732 0.0071 -0.0024 -0.0721 0.0008215 -0.006245 -0.0113 -0.1182 -0.0691 0 0 0.0000 0.0000 0.0000 -0.0006425 -63.22 0.0000 0.0000 0.0000 -4.861e-005 -139.1 0.0000 0.0000 0.0000 -0.0001651 -58.98 0.0000 0.0000 0.0000 0.000568 -130.9 0.0000 0.0000 0.0000 0.0002115 -62.07 0.0000 0.0000 0.0000 0.001275 -137 0.0000 0.0000 0.0000 0.0002913 -63.22 0.0000 0.0000 0.0000 0.0009783 -58.98 0.0000 0.0000 0.0000 0.002166 -62.07 0.0000 0.0000 0.0000 0.000639 0.002262 -0.0015 0.9089 0.1102 0.0005212 0.002544 0.0048 0.9567 0.1102 0.0003959 0.002755 0.0047 0.9928 0.1102 0.0002776 0.002904 0.0049 1.0082 0.1102 0.0001617 0.003009 0.0050 1.0261 0.1102 4.644e-005 0.003076 0.0050 1.0372 0.1102 -6.837e-005 0.003109 0.0052 1.0429 0.1102 -0.0001776 0.003117 0.0054 1.0339 0.1102 -0.0002839 0.003118 0.0055 1.0334 0.1102
Joint Support Reactions for Load Case "COMBO 2-1":
17:07:07 03/17/10
-0.4054 0.6903 125.1 -0.3865 0.6903 126.5 -0.3675 0.6902 127.9 0.0131 0.3506 130.9 -0.2411 0.577 128.9 -0.1143 0.4635 129.9 0.1893 0.3497 140.9 0.02187 0.3506 131.4 0.04009 0.3504 132.6 0.05911 0.3503 133.7 0.07862 0.3502 134.8 0.09845 0.3501 135.9 0.1186 0.35 137 0.1388 0.3499 138.1 0.1591 0.3498 139.2 0.1792 0.3497 140.3 0.03087 0.3505 132 0.04951 0.3504 133.1 0.06886 0.3503 134.2 0.0885 0.3502 135.3 0.1085 0.3501 136.4 0.1287 0.35 137.5 0.149 0.3499 138.7 0.1691 0.3498 139.8 -1.441 1.441 91.63 -1.693 1.691 87.87 -1.967 1.968 83.77 -2.31 2.316 78.59 -2.753 2.761 71.98 -3.345 3.406 62.39 -1.325 1.457e-011 93.33 933.3 3.522 -54.63 993.3 -4.861e-005 -125.8 871.4 2.533 -32.69 994.5 0.000568 -99.6 918.6 2.383 -17.5 995.8 0.001275 -86.61 933.3 -3.522 -54.63 871.4 -2.532 -32.69 918.6 -2.381 -17.5 0.02284 -0.3494 131.4 0.04091 -0.3495 132.6 0.05981 -0.3496 133.7 0.07919 -0.3497 134.8 0.09887 -0.3498 135.9 0.1189 -0.35 137 0.139 -0.3501 138.1 0.1591 -0.3502 139.2 0.1791 -0.3503 140.3
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -162.72 0.0 0.00 0.0 61.92 0.0 0.0 174.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -38.49 0.0 -3.44 0.0 -63.44 0.0 0.0 74.28 0.0 -1.06 0.0 -3.6 0.0 0.28 0.0 0.0 D29Z0P -56.26 0.0 20.07 0.0 235.13 0.0 0.0 242.60 0.0 1.31 0.0 -3.4 0.0 0.25 0.0 0.0 D137Z93P -0.58 0.0 -0.82 0.0 152.62 0.0 0.0 152.62 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -54.51 0.0 -18.28 0.0 209.70 0.0 0.0 217.44 0.0 -1.30 0.0 -3.6 0.0 -0.31 0.0 0.0 D212Z93P -157.47 0.0 0.00 0.0 61.74 0.0 0.0 169.14 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -37.42 0.0 1.59 0.0 -36.99 0.0 0.0 52.64 0.0 1.07 0.0 -3.9 0.0 -0.29 0.0 0.0 D287Z93P -0.58 0.0 0.88 0.0 -58.25 0.0 0.0 58.26 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.5807 0.0000 -0.8658 162.1387 -0.0000 -61.0552 0.0000 0.0000 0.0000 D1Z93P 1.2532 0.0000 -1.8622 -1.2532 0.0000 1.8622 0.0007 0.0000 -0.0068 D2Z0P 1.8892 0.0000 -2.8141 36.6006 3.4412 66.2558 0.0000 0.0000 0.0000 D3Z9P 1.8892 0.0000 -2.8141 -1.8892 -0.9403 2.8773 0.0160 -940.3450 63.2163 D4Z13P 1.8892 0.0000 -2.8141 -1.8892 0.1883 2.8014 0.0154 188.3409 -12.6629 D5Z19P 10.1636 0.0000 -8.6372 -10.1635 0.0000 8.6372 0.0173 0.0000 -0.0012 D6Z26P 1.7624 0.0000 -2.8810 -1.7624 -0.8772 2.9400 0.0259 -877.2228 58.9734 D7Z31P 1.7624 0.0000 -2.8810 -1.7624 0.1928 2.8681 0.0253 192.8239 -12.9652 D8Z26P 8.3673 0.0000 -5.8231 -8.3673 0.0000 5.8231 0.0262 0.0010 -0.0022 D9Z13P 3.5673 0.0000 -4.3117 -3.5673 0.0000 4.3117 0.0180 0.0002 -0.0013 D10Z31P 12.3259 0.0000 -7.6810 -12.3258 0.0000 7.6810 0.0259 0.0006 -0.0024 D11Z36P 5.0732 0.0000 -6.1519 -5.0731 0.0000 6.1519 0.0255 0.0005 -0.0025 D12Z45P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0343 0.0022 -0.0037 D13Z45P 1.8548 0.0000 -2.8509 -1.8547 -0.9232 2.9129 0.0342 -923.1922 62.0632 D14Z50P 1.8548 0.0000 -2.8509 -1.8547 0.1908 2.8380 0.0321 190.8036 -12.8300 D15Z55P 4.4539 0.0000 -6.8412 -4.4539 0.0000 6.8412 0.0304 0.0009 -0.0040 D16Z68P 9.9102 0.0000 -6.3306 -9.9102 -0.0000 6.3306 0.0234 -0.0009 -0.0009 D17Z68P 9.9102 0.0000 -6.3306 -9.9102 0.0000 6.3306 0.0230 0.0007 -0.0040 D18Z55P 10.1865 0.0000 -7.2972 -10.1865 -0.0000 7.2972 0.0309 -0.0011 -0.0006 D19Z75P 2.4632 0.0000 -3.4757 -2.4632 -0.0000 3.4757 0.0117 -0.0017 -0.0017 D20Z75P 8.5800 0.0000 -3.9317 -8.5799 0.0000 3.9316 0.0136 0.0016 -0.0033 D21Z81P 2.0041 0.0000 -2.8153 -2.0041 -0.0000 2.8153 0.0058 -0.0012 -0.0027 D22Z81P 2.0041 0.0000 -2.8153 -2.0041 0.0000 2.8153 0.0048 0.0012 -0.0021 D23Z86P 1.5665 0.0000 -2.2294 -1.5665 0.0000 2.2294 0.0016 0.0006 -0.0010 D24Z86P 1.5665 0.0000 -2.2294 -1.5665 -0.0000 2.2294 0.0009 -0.0009 -0.0039 D25Z90P 1.3723 0.0000 -2.0018 -1.3723 -0.0000 2.0018 -0.0004 -0.0013 -0.0051 D26Z90P 1.3723 0.0000 -2.0018 -1.3723 0.0000 2.0018 -0.0002 0.0017 0.0003 D27Z93P 1.2532 0.0000 -1.8622 -1.2532 -0.0000 1.8622 0.0005 -0.0002 0.0021 D28Z50P 1.8548 0.0000 -2.8509 -1.8547 0.0000 2.8509 0.0322 0.0013 -0.0039 D29Z0P 1.8892 0.0000 -2.8141 54.3663 -20.0708 -232.3184 0.0000 0.0000 0.0000 D30Z9P 1.8892 0.0000 -2.8141 -1.8892 0.9403 2.7508 0.0150 940.3461 -63.2176 D31Z19P 3.6516 0.0000 -5.6951 -3.6516 -0.0000 5.6951 0.0177 -0.0007 -0.0010
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
269 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
270 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
271 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
272 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
273 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
274 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0906 -0.0907 -0.0909 -0.0910 -0.0911 -0.0913 -0.0914 -0.0972
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 63.51 -15488.49 1009.66 6262.99 -82.60 -5377.28 540.35 D128P 63.51 -6262.99 82.60 -3939.39 1991.06 -4998.17 1015.89 D129P 63.50 1677.15 -845.18 1741.18 510.05 1704.30 -167.09 D130P 63.50 -501.59 83.89 271.08 731.35 -93.63 331.15 D131P 63.50 950.05 1135.32 -284.26 -734.31 204.46 123.15 D132P 63.49 -582.84 -1699.69 4676.80 8407.38 1011.12 1656.65 D133P 63.49 -4676.80 -8407.38 -7402.05 -14092.95 -2164.82 -4032.59 D134P 63.49 965.51 -1880.17 4586.57 -8771.11 1121.13 -2150.80 D135P 63.49 965.51 1880.17 -424.47 -648.29 93.19 212.17 D136P 63.49 424.47 648.29 500.71 867.25 111.57 182.77 D137P 63.49 -500.71 -867.25 -99.12 -91.14 -119.43 -190.82 D138P 63.49 99.12 91.14 -357.21 -1019.22 -51.03 -183.50 D139P 63.49 357.21 1019.22 455.48 1242.71 107.16 298.25 D140P 63.49 -455.48 -1242.71 -252.43 -355.39 -130.63 -294.89 D141P 63.49 252.43 355.39 -807.24 -2139.82 -116.28 -373.98 D142P 63.49 807.25 2139.83 1446.23 3306.99 261.16 631.24 D143P 158.80 -23918.43 8847.80 -9676.51 5002.38 -20237.91 8343.48 D144P 795.45 103.27 1165.76 6990.67 -2901.76 6703.66 -1640.50 D145P 158.79 11658.50 -10245.54 23918.43 -8847.81 21367.52 -11467.48 D146P 158.80 9676.50 -5002.39 -5286.56 6042.86 2644.55 626.79 D147P 158.81 4918.28 -2116.75 -301.09 2120.71 2781.44 2.38 D148P 158.82 2692.95 -1151.49 606.03 1382.31 1987.34 139.05 D149P -57.85 -423.39 -173.37 -603.25 1087.55 -722.62 643.47 D150P -57.86 -201.53 -361.36 2815.99 7070.32 1840.24 4722.25 D151P 36.31 227.52 588.11 233.39 198.89 458.09 782.17 D152P -0.06 223.42 -546.47 -82.83 218.44 253.56 -591.64 D153P -0.03 -0.23 -83.67 0.01 60.06 -0.39 -42.60 D154P 795.45 103.28 -1165.75 -2145.08 2135.70 -964.73 458.29 D155P 63.49 -4586.57 8771.11 -7402.05 14092.95 -1677.31 3198.88 D156P 63.50 284.26 734.31 582.84 1699.69 256.20 719.18 D157P 63.50 -271.08 -731.35 -950.05 -1135.32 -445.58 -681.13 D158P 63.50 -1741.18 -510.05 501.59 -83.89 -587.85 -281.67 D159P 63.51 3939.39 -1991.06 -1677.15 845.18 1306.84 -661.95 D160P 158.80 5286.56 -6042.87 -920.92 298.73 2629.90 -3460.32 D161P 158.80 920.92 -298.74 8979.65 -830.40 5964.20 -680.20 D162P 158.80 -8979.65 830.39 -4918.28 2116.75 -8372.25 1775.38 D163P 158.81 301.09 -2120.72 -1739.03 666.92 -866.23 -875.78
0.3909 0.4098 0.4292 0.4489 0.4689 0.4890 0.5091 0.5291
0.0005 0.0004 0.0003 0.0002 0.0000 -0.0001 -0.0002 -0.0003
0.0025 0.0028 0.0029 0.0030 0.0031 0.0031 0.0031 0.0031
Helman O. Mozo
Page
Job
275 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
158.81 1739.03 158.82 -4369.95 158.82 -606.03 158.82 1348.72 -57.86 749.09 -57.85 -703.29 -57.85 603.25 -57.84 -70.11 -57.84 575.52 36.31 -233.40 36.32 174.48 -0.06 -57.75 -0.05 14.57 -0.04 -3.38 -0.04 1.04 -0.02 0.20 -0.01 0.25 -0.01 0.12 -0.06 82.83 -0.05 -21.59 -0.05 5.59 -0.04 -1.17 -0.03 0.40 -0.03 -0.01 -0.02 0.22 -0.01 0.18 -0.00 0.06 -22.38 -14911.27 -22.37 -6368.71 -22.37 3115.57 -22.37 1357.85 -22.37 582.01 -22.37 -618.85 -22.37 -5352.09 -22.37 1126.42 -22.37 1126.42 -22.37 193.65 -22.37 -300.45 -22.37 52.17 -22.37 289.80 -22.37 -408.44 -22.37 261.13 -22.37 986.51 -145.50 23890.85 -394.89 -381.95 -145.50 -11458.77 -145.50 -9673.83 -145.50 -4900.94 -145.51 -2612.96 -9.93 -531.45 -9.92 -2426.35 -1.69 535.55
-666.93 4369.95 -426.45 -2692.95 -1382.32 -1348.72 35.68 3124.40 -317.45 201.53 -1089.45 -749.09 -1087.54 703.29 -277.13 423.39 -253.74 70.11 -198.88 -174.49 533.02 544.38 -368.04 21.59 -263.36 -5.59 78.85 1.17 -121.87 -0.40 -29.85 -0.22 270.00 -0.18 23.80 -0.06 -218.45 57.75 -297.14 -14.57 -281.73 3.38 -222.62 -1.04 -102.95 0.23 -60.08 -0.20 -94.46 -0.25 -79.53 -0.12 -0.73 -0.00 -1301.83 6368.71 269.36 -3021.14 -716.85 3054.93 -2050.89 1368.27 -685.94 -782.58 1633.45 5352.08 9150.44 -8142.10 2055.09 5087.63 -2055.09 -193.65 -364.88 300.45 592.89 -52.17 -27.79 -289.80 -869.04 408.44 1149.11 -261.13 -385.79 -986.51 -2295.61 1634.11 8883.49 9673.84 -2245.58 6864.09 -9628.96 -23890.85 -4977.80 5253.64 -2096.91 276.12 -1137.63 -806.85 327.67 -619.88 -1231.51 -3890.30 51.88 394.15
426.44 3680.11 -144.87 1151.48 -4254.76 436.77 -35.69 -1177.56 -854.23 90.78 2694.65 76.18 361.37 669.11 30.91 317.47 -1022.29 -543.38 1089.46 919.64 1.36 173.38 248.67 -73.02 277.14 454.44 16.48 -533.01 -405.39 -727.40 -225.52 714.45 305.62 297.12 -65.22 -127.90 281.71 16.19 33.11 222.60 -3.99 543.70 102.93 1.14 -34.17 94.44 -0.04 116.49 79.51 0.11 630.38 0.71 0.11 44.20 368.02 253.56 269.76 263.34 -65.22 -60.96 -78.87 16.19 -650.37 121.86 -3.99 -181.74 83.66 1.14 -34.79 29.84 -0.39 -54.54 -270.02 -0.04 -657.38 -23.82 0.11 -186.39 -0.02 0.11 -1.34 -269.36 -4979.21 -915.80 -3109.41 -4600.11 -1391.35 -1436.82 3076.48 -1073.77 -2183.99 1107.35 -1720.21 1477.01 -61.60 242.93 -9150.44 1169.00 -1856.53 14809.80 -2418.48 4294.24 9252.02 1254.80 2283.23 364.88 160.65 -291.11 -592.89 59.59 -115.50 27.79 -70.21 123.58 869.04 -46.98 166.33 -1149.11 92.07 -266.10 385.79 -123.55 283.23 2295.61 -152.03 400.26 -3484.97 303.71 -669.92 4977.80 20219.69 8350.17 1303.93 6125.51 -889.84 -8883.50 -21231.00 -11118.59 6044.54 -2662.77 642.61 2106.85 -2786.04 5.99 1357.34 -2060.13 132.36 1465.66 -810.39 1262.27 5817.01 -4446.11 3227.60 74.49 923.99 125.59
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
276 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -394.89 -22.37 -22.37 -22.37 -22.37 -22.37 -145.50 -145.50 -145.50 -145.50 -145.50 -145.51 -145.51 -145.51 -9.92 -9.92 -9.92 -9.93 -9.93 -1.69 -1.70 0.03 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 -49.83 -49.83 -49.82 -49.82 -49.82 -49.82 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81 -49.81
-599.54 -82.81 -381.94 -5087.63 782.58 -1368.27 -3054.93 3021.14 -5253.64 -899.61 8989.35 -276.12 -1746.96 4329.12 806.85 -1641.49 1095.71 -741.35 619.88 496.64 -342.67 -394.16 279.92 -326.34 -239.15 -172.07 -122.23 -46.36 -17.31 -3.73 481.54 274.09 203.40 143.95 102.01 64.13 29.95 7.24 1.74 7414.29 2772.95 -2458.03 -1565.27 -861.98 269.52 5536.99 -991.10 -991.09 -490.29 570.50 60.82 -790.36
-614.91 -85.86 2245.57 -9252.02 -1477.01 2183.99 1436.82 3109.41 -6044.54 -250.07 881.39 -2106.86 -644.65 -407.80 -1357.35 -161.49 -368.37 -783.84 -1465.64 -1125.99 414.73 -74.50 -528.65 -321.72 -300.98 -89.18 -161.37 -72.40 87.36 -27.58 -443.24 -286.24 -169.93 -100.09 -98.39 -53.86 32.78 55.23 13.16 -1290.39 214.59 -713.86 -2021.84 -716.52 1670.46 9133.77 2059.74 -2059.74 -386.09 652.49 23.77 -1059.41
-481.54 443.23 -64.13 53.84 -2403.90 -824.57 -8142.10 -14809.80 618.85 -1633.45 -582.01 685.94 -1357.85 2050.89 -3115.57 716.85 899.61 250.06 -8989.35 -881.39 4900.95 2096.90 1746.95 644.64 -4329.12 407.79 2612.96 1137.62 1641.49 161.48 -2338.04 -1061.60 2426.35 1231.53 -1095.71 368.38 741.35 783.85 531.45 -327.66 -496.64 1126.00 -279.93 528.64 858.73 10.73 -274.09 286.23 -203.40 169.91 -143.95 100.07 -102.01 98.37 -29.95 -32.80 -7.24 -55.25 -1.74 -13.18 326.34 321.71 239.15 300.97 172.07 89.16 122.23 161.36 82.81 85.84 46.36 72.38 17.31 -87.38 3.73 27.56 -0.00 -0.02 -2772.95 -214.59 1590.34 -2975.86 -3371.44 -1598.00 -1332.10 -2058.77 371.25 1395.13 -5536.99 -9133.77 8227.25 14845.62 -5149.65 9278.60 490.29 386.09 -570.50 -652.49 -60.82 -23.77 790.36 1059.40 -892.94 -1294.64
17:07:07 03/17/10
-1949.84 -265.02 -1316.29 -1850.95 414.08 -711.64 -2092.67 -54.55 -2622.91 -5957.21 8367.65 886.05 -3660.29 4181.97 1474.90 -2397.31 2479.08 -1293.05 958.13 723.64 -590.76 -669.95 1131.65 -1082.96 -798.17 -569.97 -404.44 -137.64 -44.28 -9.87 1457.11 925.69 677.20 480.08 333.34 199.28 85.24 19.77 3.14 2705.30 2137.59 -2906.45 -1176.92 -150.70 -1300.95 2466.88 -1240.00 -86.26 -127.93 101.48 168.29 -221.95
-309.64 -57.74 671.41 -3366.46 -919.05 1047.21 1653.98 2210.34 -3490.65 -681.60 1794.15 -880.85 -142.69 439.65 -720.40 -736.80 607.55 -292.43 -479.89 -1023.18 1084.48 451.34 -514.74 -64.02 -236.40 19.65 -113.63 -189.74 57.92 -73.51 -219.21 26.56 -145.68 110.50 -22.63 33.39 -98.47 149.32 23.71 -877.21 -1352.75 -1152.64 -1657.55 208.40 -1843.27 4297.68 2289.54 -288.26 -125.25 125.18 214.16 -310.39
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-49.81 892.94 1294.64 -49.81 -294.16 -450.14 -49.81 -1369.41 -2320.92 -171.75 -10668.96 -11978.42 -764.54 -166.35 -1214.50 -171.74 6147.71 -4337.69 -171.75 5519.76 2285.35 -171.76 3314.47 163.24 -171.77 1925.77 -304.93 44.83 -366.47 -277.67 44.85 -213.58 -798.25 -42.80 -261.64 -546.64 0.06 294.72 -675.35 0.03 -0.30 -58.44 -764.53 -166.35 1214.49 -49.81 5149.65 -9278.60 -49.82 -371.25 -1395.13 -49.82 1332.10 2058.77 -49.82 3371.44 1598.00 -49.83 -1590.34 2975.86 -171.75 -331.13 1826.71 -171.75 2244.58 -2471.77 -171.75 -4890.38 -4206.85 -171.76 -1354.77 -638.82 -171.76 2017.90 -815.55 -171.76 -2859.79 -1985.36 -171.77 -947.39 -1276.34 -171.77 1460.61 227.20 44.84 645.47 -161.86 44.84 -616.67 -1215.14 44.84 519.10 -986.62 44.83 -78.68 -189.37 44.83 571.43 -201.40 -42.80 230.53 192.19 -42.81 -182.00 -527.50 0.05 -74.95 -325.99 0.05 18.94 -216.41 0.04 -4.50 115.43 0.03 1.35 -93.46 0.02 0.19 -7.66 0.01 0.24 283.59 0.01 0.14 28.76 0.06 109.89 -268.50 0.05 -28.00 -343.98 0.04 7.22 -325.82 0.04 -1.58 -252.41 0.03 0.52 -129.75 0.02 -0.05 -83.79 0.02 0.22 -115.18 0.01 0.19 -86.01 0.00 0.07 -4.00 28.63 7433.23 1232.81
294.16 450.14 1369.41 2320.91 -2015.57 -3539.18 -5519.76 -2285.36 -5765.86 2750.93 10668.96 11978.42 331.13 -1826.72 1354.77 638.81 947.39 1276.33 -519.10 986.63 2058.40 6095.76 -230.53 -192.20 -109.88 268.48 0.05 83.77 1481.68 -1985.11 8227.25 -14845.62 -269.52 -1670.46 861.98 716.52 1565.27 2021.85 2458.03 713.86 -2244.58 2471.76 4890.38 4206.84 -3314.47 -163.25 -2017.90 815.55 2859.79 1985.35 -1925.77 304.92 -1460.61 -227.21 2546.98 451.56 213.58 798.26 -645.47 161.87 616.67 1215.15 366.47 277.68 78.68 189.39 182.01 527.50 -685.93 265.71 28.00 343.96 -7.22 325.80 1.58 252.40 -0.52 129.74 -0.22 115.16 -0.19 85.99 -0.07 3.98 74.95 325.97 -18.94 216.39 4.50 -115.45 -1.35 93.44 0.30 58.42 -0.19 7.64 -0.24 -283.61 -0.14 -28.78 0.00 -0.02 -2896.83 457.04
17:07:07 03/17/10
219.05 225.35 -392.29 -9752.24 -5605.83 10100.10 3524.63 2812.79 1730.82 -623.33 1298.52 -489.15 333.37 -0.44 621.48 1871.54 -189.33 800.60 2341.13 501.25 -1551.63 4298.17 -4942.68 -2031.72 2938.37 -2882.87 -1450.60 2414.21 604.66 -888.39 799.44 202.57 457.59 410.01 -862.60 -84.67 21.14 -5.27 1.48 -0.04 0.09 0.13 333.37 -84.67 21.14 -5.27 1.48 -0.44 -0.04 0.09 0.13 2644.14
321.96 392.08 -679.14 -8592.64 1451.90 4589.03 276.28 483.16 585.19 499.02 3728.77 -734.31 -733.84 45.70 -364.11 -3375.19 -905.79 1012.68 1716.64 2131.47 2589.45 1045.22 -2632.59 106.46 704.70 -1012.31 -905.75 408.89 447.94 -741.36 160.86 62.16 -8.46 715.27 -260.19 32.41 197.30 663.41 65.42 193.88 666.59 59.05 103.67 -230.12 -795.86 -286.72 -128.66 -137.34 -719.26 -207.04 -7.24 984.96
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
28.63 28.63 28.63 28.63 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 28.62 145.19 432.07 145.19 145.19 145.20 145.21 3.84 3.83 0.75 -0.03 -0.02 432.07 28.62 28.63 28.63 28.63 28.63 145.20 145.20 145.20 145.20 145.20 145.20 145.21 145.21 3.83 3.84 3.84 3.84 3.84 0.76 0.76 -0.03 -0.03 -0.02 -0.02 -0.01
2896.83 -457.04 1341.61 3438.26 2076.42 -2408.88 728.72 -3189.36 1030.16 -2791.16 -1853.58 2303.29 -919.78 2111.68 -1126.54 79.45 -321.61 -2178.73 813.64 -644.67 -5196.35 3881.97 -7922.99 11640.99 -3240.19 7923.00 -11640.99 8310.83 -14878.29 2909.49 -910.40 -1962.25 -4956.62 -9060.22 -1184.72 -910.40 1962.24 730.93 -682.96 -30.91 -730.93 682.96 -791.65 953.45 -183.62 791.65 -953.45 -28.10 -15.27 152.02 28.10 15.27 900.58 -1256.93 183.62 -900.58 1256.93 -942.16 1370.73 -242.98 942.16 -1370.73 286.84 -413.57 226.78 -286.84 413.57 1132.06 -2083.02 177.14 -1132.06 2083.02 -1767.38 3275.26 -336.02 10665.80 -12017.35 5533.58 -2232.63 9758.66 253.56 2214.86 -7375.44 -1451.51 -6730.05 -6121.98 -4390.19 -10665.80 12017.35 -10082.76 -5533.58 2232.62 -306.65 -1745.03 -3518.21 -3326.25 128.82 -1346.80 673.23 -2815.09 -1905.35 -324.71 -1014.16 1292.11 -1758.74 -464.30 413.78 -534.57 1569.70 -703.08 -2262.52 -1117.91 -4144.35 6286.11 -4509.61 -434.37 -19.48 -334.61 -62.41 -764.25 -431.77 -438.86 -414.67 374.45 -1526.65 -66.17 -85.98 -48.51 53.85 -206.83 253.56 -2214.85 2162.42 951.69 1141.53 4956.62 9060.22 8310.83 14878.29 1856.23 2178.73 -813.65 5196.35 -3881.97 2179.12 919.78 -2111.68 -79.45 321.61 306.63 3189.36 -1030.16 1853.58 -2303.29 2391.51 -1341.61 -3438.26 2408.88 -728.72 616.54 306.65 1745.02 2264.62 2493.23 1548.96 -2264.62 -2493.23 -4874.79 4216.10 -4300.85 4874.79 -4216.10 3326.25 -128.82 4940.38 1346.80 -673.23 2034.84 830.67 2037.13 -2034.84 -830.68 -2833.88 1993.24 -2932.96 2833.88 -1993.25 1905.35 324.70 2854.95 1014.16 -1292.12 1570.24 -57.85 1556.87 -1570.24 57.84 -2260.95 -797.19 -2307.94 976.62 -469.39 2262.52 1117.93 2279.94 -652.71 -653.46 -976.62 469.40 -1146.84 534.57 -1569.69 652.71 653.47 835.70 433.81 -1107.93 464.30 -413.76 632.15 -293.63 320.67 -433.81 1107.94 -512.02 334.62 62.42 185.90 -536.78 517.32 -185.89 536.79 -615.62 -4.94 -796.58 -287.91 -360.22 -242.84 300.86 -957.26 -209.54 -291.75 -174.90 166.38 -693.38 -147.67 -91.35 -123.82 100.94 -489.66 -103.52 -160.95 -84.35 98.22 -338.85 -31.82 -72.28 -16.79 -32.86 -87.68
17:07:07 03/17/10
1460.51 876.94 1793.36 151.10 3833.82 -4752.88 -2225.76 220.34 197.34 -192.87 -245.50 346.47 -329.25 -349.88 620.98 -8584.32 721.35 4580.87 293.73 483.16 582.77 1396.11 3637.75 -81.39 -116.16 -57.96 -596.83 3349.20 -1387.42 -653.18 -1580.82 -2407.17 2553.16 1037.87 -2617.43 94.84 700.34 -1005.15 -813.23 -445.39 456.49 -129.55 -644.90 -1071.08 1005.56 -471.44 528.58 -107.06 -226.12 17.30 -113.13 -189.62
Helman O. Mozo
Page
Job
279 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00
-8.36 -0.41 414.67 242.84 174.90 123.82 84.35 48.51 16.79 2.49 -0.30
87.35 -27.64 -374.47 -300.87 -166.40 -100.96 -98.24 -53.87 32.84 55.19 13.13
-2.48 0.30 287.91 209.54 147.67 103.52 66.17 31.82 8.36 0.42 0.00
-55.21 -13.15 360.20 291.74 91.33 160.93 85.96 72.26 -87.37 27.62 -0.02
17:07:07 03/17/10
-19.56 -0.21 1267.17 815.92 581.79 410.04 271.49 144.88 45.36 5.23 -0.54
57.97 -73.57 -25.73 -16.48 -135.40 108.16 -22.14 33.18 -98.35 149.37 23.65
Helman O. Mozo
Page
Job
280 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 8 "COMBO 2-2"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.000539 0.0004148 -0.001661 0.0320 0.0841 0.0383 1.326 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01216 0.01096 -0.003596 0.0000 0.0000 0.0000 -3.51 -7.012 8.586 D4Z13P 0.0118 1000 -101.8 0.0000 0.0000 0.0000 0.0118 993.3 -88.45 D5Z19P 0.01346 0.01057 -0.0009585 0.0220 0.0655 0.5995 -6.327 -6.33 18.73 D6Z26P 0.0201 0.01794 -0.002934 0.0000 0.0000 0.0000 -2.513 -5.815 26.28 D7Z31P 0.01941 1000 -96.7 0.0000 0.0000 0.0000 0.01941 994.5 -65.38 D8Z26P 0.0203 0.01576 -0.002062 0.0277 0.0794 0.7599 -5.813 -5.817 26.28 D9Z13P 0.01389 0.01104 -0.001324 0.0383 0.0184 0.4321 -6.689 -6.692 13.34 D10Z31P 0.01993 0.01571 -0.00221 0.0664 0.0346 0.8172 -5.474 -5.479 31.32 D11Z36P 0.01941 0.01571 -0.002252 0.0285 0.0729 0.7727 -5.139 -5.142 36.32 D12Z45P 0.02587 0.0221 -0.003688 0.0179 0.0753 0.6996 -4.577 -4.581 44.57 D13Z45P 0.02584 0.02399 -0.003989 0.0000 0.0000 0.0000 -2.357 -4.579 44.57 D14Z50P 0.02378 1000 -101.7 0.0000 0.0000 0.0000 0.02378 995.8 -51.38 D15Z55P 0.0223 0.0193 -0.003889 -0.1128 0.1900 0.6053 -3.861 -3.864 55.28 D16Z68P 0.01753 0.01022 -0.001338 0.2695 -0.2623 0.0662 3.049 -3.021 67.95 D17Z68P 0.01652 0.01463 -0.00377 0.1754 -0.1164 0.4936 -3.015 -3.017 67.95 D18Z55P 0.02301 0.01513 -0.001295 -0.1563 0.1384 0.0050 3.906 -3.868 55.28 D19Z75P 0.007954 0.002738 -0.00139 -0.0018 -0.0104 0.0344 2.542 -2.531 75.35 D20Z75P 0.0102 0.009336 -0.002746 0.1562 -0.1061 0.4283 -2.524 -2.524 75.35 D21Z81P 0.003669 -0.0007472 -0.001372 0.0324 -0.0504 0.0420 2.136 -2.133 81.32 D22Z81P 0.003612 0.003338 -0.0009798 0.0426 0.0044 0.3753 -2.129 -2.129 81.32 D23Z86P 0.001169 0.001119 0.0006705 0.0295 0.0118 0.3352 -1.825 -1.825 85.88 D24Z86P 0.000174 -0.002278 -0.001487 0.0181 -0.0333 0.0419 1.827 -1.829 85.87 D25Z90P -0.001375 -0.002472 -0.00157 -0.0468 -0.0050 0.0373 1.575 -1.579 89.59 D26Z90P 0.0005905 0.0007467 0.002553 0.1035 -0.0630 0.3021 -1.576 -1.576 89.6 D27Z93P 0.0003011 0.0002882 0.005207 -0.2106 0.2494 0.2689 -1.325 -1.325 93.34 D28Z50P 0.02387 0.02047 -0.003832 0.1135 -0.0311 0.6489 -4.191 -4.194 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01153 1000 -92.29 0.0000 0.0000 0.0000 3.534 993 -83.7 D31Z19P 0.01334 0.008593 -0.0007828 -0.0102 0.0197 0.0064 6.354 -6.332 18.73 D32Z26P 0.01852 1000 -86.97 0.0000 0.0000 0.0000 2.551 994.2 -60.69 D33Z26P 0.01854 0.01226 -0.0009095 -0.0178 0.0300 0.0086 5.851 -5.821 26.28 D34Z13P 0.01337 0.009518 -0.0005257 0.0142 -0.0038 0.0072 6.717 -6.694 13.34 D35Z31P 0.01946 0.01224 -0.0009897 0.0076 -0.0001 0.0146 5.514 -5.482 31.32 D36Z36P 0.01978 0.01218 -0.001086 -0.0160 0.0175 0.0140 5.178 -5.146 36.32 D37Z45P 0.02439 0.01672 -0.001198 -0.0275 0.0284 0.0162 4.628 -4.586 44.57 D38Z45P 0.02436 1000 -92.11 0.0000 0.0000 0.0000 2.408 995.4 -47.54 D39Z50P 0.0238 0.01583 -0.001248 0.0585 -0.0528 0.0301 4.238 -4.199 50.35 D40Z113P 0.1168 0.1161 0.01649 -0.4408 0.4387 0.0970 -1.208 -1.209 113.3 D41Z113P 0.1167 0.1169 -0.002175 -0.4185 0.4277 0.1409 1.442 -1.208 113.3 D42Z110P 0.09234 0.09157 0.01537 -0.3921 0.4001 0.1257 -1.233 -1.233 110
17:07:07 03/17/10 Designed by
Helman O. Mozo
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281 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.0922 0.06946 0.06939 0.04839 0.04829 0.02953 0.02935 0.01353 0.01317 0.00832 0.02121 0.03934 0.0585 0.08104 0.1042 0.1297 0.00443 0.02076 0.03779 0.05874 0.08021 0.1044 0.1289 0.1433 0.1508 0.151 0.1435 0.1637 0.1637 0.1775 0.1775 0.1914 0.1914 0.2058 0.2057 0.2204 0.2204 0.2352 0.2352 0.25 0.2503 0.282 0.282 0.2603 0.2711 0.2707 0.2604 0.4152 0.4152 0.2885 0.2954 0.3023
0.09254 0.06891 0.06988 0.04798 0.04882 0.02922 0.02987 0.01342 0.01354 0.008546 0.02346 0.03928 0.05962 0.08054 0.1046 0.1287 0.001223 0.02036 0.03692 0.05814 0.08007 0.1036 0.1289 0.1435 0.1496 0.1515 0.1425 0.1631 0.1643 0.1767 0.1775 0.1905 0.1911 0.2046 0.2049 0.2192 0.2192 0.2338 0.2335 0.248 0.2486 0.2802 0.2788 0.2578 0.2694 0.2678 0.2588 0.4127 0.4131 0.2854 0.2936 0.2993
-0.002117 0.01398 -0.002049 0.0123 -0.001963 0.01029 -0.001871 0.007913 -0.001756 0.006611 -0.001834 0.01137 -0.002017 0.01474 -0.002152 0.01699 -0.001678 0.009216 -0.001908 0.01322 -0.002081 0.01599 -0.002197 -0.002277 0.009317 -0.002345 0.01191 0.009792 -0.002383 0.01021 -0.002361 0.01057 -0.002398 0.01088 -0.00238 0.01114 -0.002412 0.01136 -0.002399 -0.002421 0.01154 0.005652 -0.002317 -0.002367 0.007661 -0.002343 0.009645 0.007234 -0.002376 -0.002336 0.00614 -0.002346
-0.4311 -0.3907 -0.3425 -0.3170 -0.4138 -0.3390 -0.1995 -0.1757 -0.4505 -0.2422 -0.2607 -0.3217 -0.3562 -0.3910 -0.4196 -0.4079 -0.2351 -0.2803 -0.3372 -0.3647 -0.3930 -0.4266 -0.4216 -0.4735 -0.4430 -0.4959 -0.3538 -0.5713 -0.5265 -0.5461 -0.5414 -0.5629 -0.5512 -0.5791 -0.5684 -0.5900 -0.5796 -0.5926 -0.5776 -0.5880 -0.5966 -0.6647 -0.6741 -0.5845 -0.5996 -0.6227 -0.5886 -0.7819 -0.7920 -0.6997 -0.7044 -0.7353
17:07:07 03/17/10
0.4170 0.3869 0.3732 0.3299 0.3630 0.3288 0.2790 0.1945 0.3085 0.2306 0.2722 0.3238 0.3623 0.3956 0.4238 0.4348 0.2283 0.2831 0.3296 0.3660 0.3930 0.4242 0.4225 0.4572 0.4719 0.4863 0.3904 0.5506 0.5395 0.5600 0.5600 0.5677 0.5681 0.5858 0.5856 0.5932 0.5947 0.6041 0.5985 0.5985 0.6087 0.6682 0.6710 0.6155 0.6210 0.6430 0.5982 0.7867 0.7870 0.6928 0.7137 0.7294
0.1238 0.1543 0.1067 0.1829 0.0896 0.2116 0.0725 0.2402 0.0555 0.2545 0.0640 0.1972 0.0982 0.1400 0.1324 0.0827 0.0469 0.2259 0.0811 0.1686 0.1153 0.1114 0.1495 0.1654 0.0608 0.1717 0.0664 0.0606 0.1711 0.0604 0.1704 0.0601 0.1698 0.0599 0.1692 0.0597 0.1686 0.0594 0.1680 0.1673 0.0592 0.0387 0.1600 0.1694 0.0438 0.1655 0.0523 0.0387 0.1600 0.1600 0.0387 0.1600
1.417 -1.256 1.394 -1.277 1.373 -1.295 1.354 -1.311 1.338 -1.317 1.346 -1.286 1.383 -1.244 1.429 -1.195 1.329 -1.304 1.363 -1.266 1.405 -1.221 1.454 1.045 -0.5392 0.841 -0.7581 -0.5263 0.8537 -0.5125 0.8675 -0.4986 0.8814 -0.4842 0.8957 -0.4696 0.9104 -0.4548 0.9252 0.94 -0.4397 -0.06801 0.632 0.837 -0.1922 0.7341 -0.3163 0.06524 0.7652 0.6385 -0.05459 0.6523
-1.232 -1.256 -1.255 -1.277 -1.276 -1.296 -1.295 -1.312 -1.311 -1.316 -1.302 -1.286 -1.265 -1.244 -1.22 -1.196 -1.324 -1.305 -1.288 -1.267 -1.245 -1.221 -1.196 -0.7582 -0.5404 -0.5385 -0.7591 -0.5269 -0.5257 -0.5133 -0.5125 -0.4995 -0.4989 -0.4854 -0.4851 -0.4708 -0.4708 -0.4562 -0.4565 -0.442 -0.4414 -0.06983 -0.07124 -0.3189 -0.1939 -0.1955 -0.3179 0.06266 0.06306 -0.06458 -0.05639 -0.05067
109.9 106.6 106.6 103.3 103.3 99.99 99.98 96.67 96.66 95.01 98.32 101.7 105 108.3 111.6 114.9 95 98.33 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.6
Helman O. Mozo
Page
Job
282 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.3095 0.3076 0.006519 -0.7371 0.7442 0.0387 0.3167 0.3138 -0.002356 -0.7627 0.7574 0.1600 0.3241 0.3222 0.006792 -0.7571 0.7631 0.0387 0.3315 0.3287 -0.002361 -0.7740 0.7668 0.1600 0.339 0.3369 0.006986 -0.7700 0.7748 0.0387 0.3465 0.3438 -0.002367 -0.7876 0.7813 0.1600 0.3541 0.3519 0.00712 -0.7804 0.7861 0.0387 0.3617 0.3592 -0.002372 -0.7957 0.7897 0.1600 0.3694 0.3671 0.0072 -0.7862 0.7928 0.0387 0.3771 0.3746 -0.002377 -0.8002 0.7951 0.1600 0.3848 0.3824 0.007229 -0.7856 0.7909 0.0387 0.3924 0.39 -0.002376 -0.7931 0.7862 0.1600 0.4 0.3975 0.007233 -0.7826 0.7868 0.0387 0.4076 0.4054 -0.002376 -0.7931 0.7869 0.1600 -0.002166 -0.002081 0.004343 0.0554 -0.0139 0.2839 0.001847 0.001938 0.001546 0.0160 0.0231 0.3175 0.002845 0.002688 -0.0001652 0.0645 -0.0195 0.3536 0.005586 0.005092 -0.001652 0.0754 -0.0273 0.3995 0.01748 0.01615 -0.003807 0.0439 0.0096 0.4581 0.0462 0.04372 -0.007473 0.1532 -0.0852 0.5425 0.01154 0.008916 -0.0003348 -0.0436 0.0633 -0.0033 0.01219 0.009711 -0.001252 -0.0342 0.0852 0.2773 0.2954 0.2923 -0.002327 -0.7193 0.7142 0.1600 0.3095 0.3065 -0.002338 -0.7506 0.7449 0.1600 0.3241 0.3213 -0.002349 -0.7692 0.7640 0.1600 0.339 0.3362 -0.002356 -0.7808 0.7763 0.1600 0.3541 0.3515 -0.002363 -0.7922 0.7868 0.1600 0.3694 0.3669 -0.002368 -0.7991 0.7926 0.1600 0.3848 0.3824 -0.002374 -0.7969 0.7912 0.1600 0.4 0.3977 -0.002376 -0.7927 0.7876 0.1600 -0.001042 -0.0001747 -0.001716 -0.0617 0.0315 0.0348 -0.0008664 -0.00289 -0.001512 0.0051 -0.0211 0.0411 0.001675 -0.001621 -0.001439 0.0122 -0.0406 0.0411 0.006293 0.001487 -0.00138 0.0409 -0.0447 0.0410 0.008776 0.002491 -0.001361 0.0071 -0.0301 0.0348 0.04599 0.0409 -0.001494 0.0845 -0.0782 0.0389 0 0 0 0.0000 0.0000 0.0000 0.0004583 0.0003589 -0.008924 -0.3414 0.3604 -0.0403 1000 0.008898 92.29 0.0000 0.0000 0.0000 1000 0.008279 82.79 0.0000 0.0000 0.0000 1000 0.01223 86.97 0.0000 0.0000 0.0000 1000 0.01213 77.25 0.0000 0.0000 0.0000 1000 0.01669 92.11 0.0000 0.0000 0.0000 1000 0.01579 82.49 0.0000 0.0000 0.0000 0.01106 0.009778 -0.0004507 0.2707 -0.2685 -0.0301 0.01672 0.01463 0.0001256 -0.1559 0.1554 -0.0247 0.004547 0.003461 -0.001762 0.0037 -0.0015 -0.0334 0.0006542 -0.0001125 -0.003294 0.0287 -0.0270 -0.0361 -0.000911 -0.001439 -0.004872 -0.0146 0.0169 -0.0381 -0.0005453 -0.0007845 -0.006568 0.0899 -0.0921 -0.0401 0.01058 0.008571 0.002199 0.0000 0.0000 0.0000 0.01256 0.008719 0.0006535 -0.0477 0.0683 -0.0024
17:07:07 03/17/10
-0.04048 -0.04238 0.6667 -0.03615 -0.02586 -0.02784 0.6815 -0.02127 -0.01099 -0.01309 0.6965 -0.006162 0.004128 0.001935 0.7117 0.009167 0.01941 0.01712 0.7271 0.02462 0.03476 0.0324 0.7424 0.04005 0.05001 0.04752 0.7576 0.05539 -1.442 -1.442 -1.69 -1.69 -1.965 -1.965 -2.31 -2.311 -2.743 -2.744 -3.359 -3.361 7.034 -7.014 -7.01 -7.013 0.6454 -0.05771 0.6595 -0.04348 0.6741 -0.02874 0.689 -0.01375 0.7041 0.001481 0.7194 0.01688 0.7348 0.03235 0.75 0.04771 1.439 -1.44 1.691 -1.695 1.969 -1.969 2.322 -2.314 2.769 -2.758 3.451 -3.364 1.325 1.457e-011 1.325 1.325 1007 -3.514 1007 0.008279 1006 -2.521 1005 0.01213 1005 -2.366 1004 0.01579 3.042 3.041 3.9 3.898 2.538 2.537 2.133 2.132 1.826 1.825 1.576 1.576 7.033 3.531 7.035 7.031
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.6 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.98 62.39 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.63 87.87 83.77 78.6 71.98 62.4 93.33 93.33 100.9 96.13 113.3 108.6 136.7 132.8 67.95 55.29 75.35 81.32 85.87 89.59 8.592 8.591
Helman O. Mozo
Page
Job
283 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0.01345 0.01448 0.01683 0.01434 0.01697 0.01673 0.01997 0.01859 0.01819 0.1177 0.09327 0.07037 0.04925 0.03015 0.01405 0.02009 0.05936 0.1053 0.01115 0.04079 0.08217 0.1306 0.1447 0.1521 0.1647 0.1782 0.1918 0.2059 0.2202 0.2347 0.2496 0.2804 0.2594 0.2698 0.4155 0.287 0.3011 0.3157 0.3307 0.3459 0.3613 0.3768 0.3924 0.4078 0.294 0.3083 0.3231 0.3382 0.3536 0.3691 0.3846
0 0.009392 0.01204 0.01207 0.01002 0.01221 0.01233 0.0172 0.01718 0.01584 0.117 0.09268 0.06993 0.04893 0.02994 0.01392 0.0193 0.05861 0.1045 0.01184 0.04121 0.08197 0.1298 0.1438 0.151 0.1643 0.1776 0.1911 0.2049 0.2192 0.2335 0.2481 0.2787 0.2579 0.2682 0.4131 0.2855 0.2994 0.3139 0.3288 0.3439 0.3592 0.3746 0.39 0.4054 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824
0 -0.0002861 -0.0001796 -0.0001231 0.0004416 -0.0002572 -0.0004259 0.0003036 0.0002192 0.0002327 -0.02074 -0.01952 -0.01805 -0.01626 -0.01417 -0.01166 -0.01306 -0.01725 -0.0202 -0.01026 -0.01527 -0.01885 -0.02128 -0.01616 -0.01357 -0.01408 -0.01453 -0.01491 -0.01524 -0.01553 -0.01576 -0.01596 -0.01036 -0.01416 -0.01227 -0.01206 -0.01063 -0.01108 -0.01143 -0.01168 -0.01185 -0.01197 -0.01204 -0.01205 -0.01206 -0.01087 -0.01127 -0.01157 -0.01177 -0.01192 -0.01201 -0.01205
0.0000 0.0000 0.0000 -0.0049 0.0070 -0.0082 0.0000 0.0000 0.0000 -0.0133 0.0184 -0.0114 0.0071 -0.0093 -0.0061 0.0067 -0.0068 -0.0140 -0.0162 0.0104 -0.0166 -0.0244 0.0188 -0.0202 0.0000 0.0000 0.0000 0.0704 -0.0698 -0.0224 -0.4431 0.4409 -0.0177 -0.3801 0.3937 -0.0214 -0.4144 0.3992 -0.0252 -0.2787 0.3079 -0.0290 -0.4126 0.3804 -0.0328 -0.0580 0.1007 -0.0365 -0.2966 0.2957 -0.0346 -0.3701 0.3698 -0.0271 -0.4244 0.4247 -0.0196 -0.2498 0.2356 -0.0384 -0.3189 0.3226 -0.0309 -0.3904 0.3948 -0.0233 -0.4223 0.4323 -0.0158 -0.3726 0.3850 -0.0080 -0.4513 0.4623 -0.0046 -0.5573 0.5379 -0.0055 -0.5339 0.5475 -0.0064 -0.5510 0.5556 -0.0073 -0.5673 0.5741 -0.0082 -0.5786 0.5815 -0.0091 -0.5812 0.5932 -0.0100 -0.5861 0.5961 -0.0109 -0.6673 0.6664 0.0023 -0.5756 0.5755 -0.0072 -0.5814 0.5945 -0.0009 -0.7928 0.7977 0.0023 -0.7120 0.7063 0.0023 -0.7362 0.7399 0.0023 -0.7647 0.7673 0.0023 -0.7727 0.7791 0.0023 -0.7876 0.7924 0.0023 -0.7961 0.8006 0.0023 -0.8020 0.8048 0.0023 -0.7916 0.7985 0.0023 -0.7927 0.7981 0.0023 -0.7149 0.7273 0.0023 -0.7481 0.7546 0.0023 -0.7678 0.7742 0.0023 -0.7810 0.7858 0.0023 -0.7914 0.7971 0.0023 -0.7972 0.8038 0.0023 -0.7964 0.8019 0.0023
17:07:07 03/17/10
7.6 6.354 5.847 5.85 6.717 5.511 5.175 4.623 4.622 4.233 1.443 1.418 1.395 1.374 1.355 1.339 1.345 1.384 1.43 1.336 1.366 1.407 1.456 1.046 0.8421 0.8547 0.8682 0.8818 0.8959 0.9102 0.9247 0.9396 0.6304 0.836 0.7331 0.7655 0.637 0.6511 0.6657 0.6807 0.6959 0.7113 0.7268 0.7424 0.7578 0.644 0.6583 0.6731 0.6882 0.7036 0.7191 0.7346
7.6 6.35 2.545 5.845 6.713 5.507 5.171 4.62 2.4 4.23 1.442 1.418 1.395 1.374 1.355 1.339 1.344 1.384 1.43 1.337 1.366 1.407 1.455 1.046 0.841 0.8543 0.8676 0.8811 0.8949 0.9092 0.9235 0.9381 0.6287 0.8346 0.7316 0.7631 0.6355 0.6494 0.6639 0.6788 0.6939 0.7092 0.7246 0.74 0.7554 0.6423 0.6565 0.6713 0.6863 0.7015 0.7169 0.7324
0 18.73 26.28 26.28 13.34 31.32 36.32 44.58 44.58 50.36 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
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Job
284 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.4001 0.3977 -0.01206 -0.7935 D206Z92P -0.003779 -0.003764 -0.008345 0.0241 D207Z88P 0.0005623 0.0001507 -0.005614 -0.0205 D208Z84P -1.072e-006 -0.0006357 -0.00412 0.0289 D209Z79P 0.003054 0.002129 -0.002513 0.0503 D210Z72P 0.004215 0.003032 -0.001611 0.0006 D211Z62P 0.04268 0.04112 0.003714 0.0929 D212Z93P 0 0 0 0.0000 D213Z93P 0.0003732 0.0005883 -0.0016 -0.0598 D214Z9P 0.01242 0.01052 0.003064 0.0000 D215Z13P 0.01221 1000 82.79 0.0000 D216Z26P 0.0168 0.01446 0.0001284 0.0000 D217Z31P 0.01689 1000 77.25 0.0000 D218Z45P 0.01994 0.01859 0.0002163 0.0000 D219Z50P 0.01814 1000 82.49 0.0000 D220Z68P 0.01166 0.01578 -0.001711 0.2754 D221Z55P 0.01697 0.01981 -0.001783 -0.1157 D222Z75P 0.003735 0.007004 -0.001664 0.0265 D223Z81P 0.0001017 0.003359 -0.001558 0.0461 D224Z86P -0.001613 0.0003114 -0.001588 0.0507 D225Z90P -0.002111 -0.001327 -0.001603 0.0214 D226Z9P 0.01363 1000 92.29 0.0000 D227Z9P 0.01384 0.00927 -0.0008129 -0.0347 D228Z0P 0 0 0 0.0000 D229Z19P 0.01279 0.01067 -0.001158 0.0149 D230Z26P 0.01771 1000 86.97 0.0000 D231Z26P 0.01787 0.01464 -0.001559 0.0095 D232Z13P 0.01461 0.01079 -0.001024 0.0257 D233Z31P 0.01726 0.01557 -0.001655 0.0327 D234Z36P 0.01647 0.01608 -0.001715 0.0153 D235Z45P 0.01961 0.02071 -0.001757 0.0005 D236Z45P 0.01958 1000 92.11 0.0000 D237Z50P 0.01817 0.0204 -0.001768 0.0784 D238Z113P 0.1176 0.116 -0.002048 -0.4255 D239Z110P 0.09309 0.09147 -0.001993 -0.4179 D240Z107P 0.0703 0.06886 -0.001931 -0.3643 D241Z103P 0.04909 0.04791 -0.001852 -0.3706 D242Z100P 0.03006 0.02909 -0.001771 -0.2649 D243Z97P 0.01343 0.01319 -0.001659 -0.3197 D244Z98P 0.02297 0.02119 -0.001734 -0.2658 D245Z105P 0.05964 0.05811 -0.001898 -0.3587 D246Z112P 0.1051 0.1034 -0.002022 -0.4246 D247Z95P 0.001991 0.004029 -0.001583 -0.2309 D248Z102P 0.03785 0.03715 -0.001806 -0.3281 D249Z108P 0.08092 0.07941 -0.001963 -0.3897 D250Z115P 0.1297 0.1279 -0.002072 -0.4096 D251Z117P 0.1445 0.1422 -0.002205 -0.4484 D252Z118P 0.1523 0.15 -0.002229 -0.4858 D253Z119P 0.1647 0.163 -0.002216 -0.5427 D254Z121P 0.1782 0.1766 -0.002261 -0.5538 D255Z122P 0.1918 0.1905 -0.002243 -0.5630 D256Z124P 0.2058 0.2046 -0.002279 -0.5801
17:07:07 03/17/10
0.7978 -0.0223 0.0215 -0.0268 -0.0488 0.0024 -0.0930 0.0000 -0.0172 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2922 0.1254 -0.0224 -0.0373 -0.0371 0.0135 0.0000 0.0502 0.0000 -0.0174 0.0000 -0.0132 -0.0484 -0.0529 -0.0267 -0.0102 0.0000 -0.0921 0.4246 0.4227 0.3622 0.3890 0.2349 0.4141 0.2691 0.3612 0.4234 0.2382 0.3364 0.3938 0.4178 0.4602 0.4777 0.5250 0.5481 0.5561 0.5738
0.0023 -0.0407 -0.0391 -0.0372 -0.0349 -0.0319 -0.0278 0.0000 0.1245 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2475 0.3838 0.2346 0.1936 0.1639 0.1453 0.0000 0.2558 0.0000 0.4230 0.0000 0.5015 0.3303 0.5168 0.4874 0.4361 0.0000 0.3880 -0.0744 -0.0413 -0.0081 0.0250 0.0582 0.0913 0.0747 0.0085 -0.0578 0.1079 0.0416 -0.0247 -0.0910 -0.1124 -0.1201 -0.1207 -0.1213 -0.1218 -0.1224
0.7501 1.436 1.693 1.968 2.319 2.765 3.447 1.9e-015 -1.325 3.535 0.01221 2.55 0.01689 2.403 0.01814 -3.02 -3.866 -2.53 -2.132 -1.828 -1.579 -3.509 -7.009 -7.6 -6.328 -2.515 -5.815 -6.689 -5.477 -5.142 -4.584 -2.364 -4.196 -1.207 -1.232 -1.255 -1.276 -1.295 -1.312 -1.302 -1.265 -1.22 -1.323 -1.287 -1.244 -1.195 -0.7572 -0.5377 -0.5253 -0.5118 -0.4982 -0.4842
0.7477 1.436 1.692 1.967 2.318 2.763 3.446 1.325 1.326 7.033 1007 5.847 1005 4.622 1004 3.047 3.903 2.541 2.136 1.827 1.575 1007 7.032 7.6 6.351 1006 5.847 6.714 5.51 5.174 4.624 1005 4.235 1.441 1.416 1.394 1.373 1.354 1.338 1.346 1.383 1.428 1.329 1.362 1.404 1.453 1.044 0.84 0.853 0.8666 0.8805 0.8946
139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.593 96.13 26.29 108.6 44.58 132.8 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.589 0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
Helman O. Mozo
Page
Job
285 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2202 0.2192 0.2347 0.2338 0.2492 0.2485 0.2804 0.2803 0.2593 0.2586 0.2694 0.269 0.4155 0.4127 0.287 0.2869 0.301 0.3005 0.3156 0.3148 0.3306 0.3295 0.3458 0.3444 0.3613 0.3595 0.3768 0.3748 0.3924 0.39 0.4078 0.4051 0.294 0.2936 0.3083 0.3076 0.3231 0.3221 0.3382 0.3369 0.3536 0.3519 0.369 0.3671 0.3846 0.3824 0.4001 0.3975 -0.0004233 -0.0009066 -0.002092 -0.0006145 -0.0004379 0.002108 0.002175 0.005445 0.003761 0.007563 0.04245 0.0435 0 0 1000 0.009211 1000 0.009338 1000 0.01461 1000 0.01547 1000 0.02068 1000 0.02038 0.011 0.009678 0.01796 0.01568 0.024 0.02208 0.2886 0.2869 0.3024 0.3006 0.3168 0.3149 0.3315 0.3295 0.3465 0.3444 0.3618 0.3595 0.3771 0.3747 0.3924 0.39 0.4076 0.4051
-0.002264 -0.00229 -0.00228 -0.002254 -0.002291 -0.002266 -0.002313 -0.002248 -0.002261 -0.002273 -0.002286 -0.002293 -0.002299 -0.002305 -0.002312 -0.002313 -0.002269 -0.00228 -0.002291 -0.002297 -0.002303 -0.002309 -0.002313 -0.002313 -0.001666 -0.001586 -0.001575 -0.001607 -0.001678 -0.001921 0 -92.29 -101.8 -86.97 -96.7 -92.11 -101.7 -0.003002 -0.00251 -0.003861 0.00591 0.006343 0.006668 0.006897 0.00706 0.007167 0.00722 0.007232 0.007234
-0.5907 -0.5895 -0.5994 -0.6739 -0.5988 -0.6401 -0.7810 -0.6874 -0.7247 -0.7516 -0.7630 -0.7766 -0.7847 -0.7892 -0.7821 -0.7821 -0.7057 -0.7403 -0.7581 -0.7698 -0.7812 -0.7881 -0.7859 -0.7817 -0.0239 0.0353 0.0533 0.0570 0.0430 0.0943 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.6991 -0.7251 -0.7537 -0.7616 -0.7766 -0.7851 -0.7910 -0.7805 -0.7817
Joint Support Reactions for Load Case "COMBO 2-2":
17:07:07 03/17/10
0.5832 0.5871 0.5851 0.6722 0.5931 0.6185 0.7981 0.7037 0.7405 0.7684 0.7778 0.7923 0.8007 0.8061 0.7972 0.7979 0.7249 0.7560 0.7751 0.7874 0.7978 0.8037 0.8024 0.7986 0.0418 -0.0205 -0.0340 -0.0603 -0.0300 -0.1089 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6944 0.7293 0.7563 0.7681 0.7814 0.7897 0.7938 0.7875 0.7871
-0.1230 -0.4698 0.9092 125.1 -0.1235 -0.4553 0.9238 126.5 -0.1241 -0.4408 0.9385 127.9 -0.1278 -0.06963 0.6303 130.9 -0.1306 -0.3174 0.8353 128.9 -0.1304 -0.194 0.7324 129.9 -0.1278 0.06552 0.7627 140.9 -0.1278 -0.06301 0.6369 131.4 -0.1278 -0.04899 0.6505 132.6 -0.1278 -0.03437 0.6648 133.7 -0.1278 -0.01938 0.6795 134.8 -0.1278 -0.004159 0.6944 135.9 -0.1278 0.01127 0.7095 137 -0.1278 0.02683 0.7248 138.1 -0.1278 0.04235 0.74 139.2 -0.1278 0.0578 0.7551 140.3 -0.1278 -0.05604 0.6436 132 -0.1278 -0.04171 0.6576 133.1 -0.1278 -0.02686 0.6721 134.2 -0.1278 -0.01179 0.6869 135.3 -0.1278 0.00355 0.7019 136.4 -0.1278 0.01905 0.7171 137.5 -0.1278 0.03463 0.7324 138.6 -0.1278 0.05008 0.7475 139.8 0.1371 -1.44 1.439 91.63 0.1532 -1.694 1.692 87.87 0.1775 -1.968 1.97 83.77 0.2090 -2.314 2.321 78.6 0.2547 -2.757 2.768 71.98 0.3079 -3.362 3.448 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 993 3.532 -83.7 0.0000 993.3 0.009338 -88.45 0.0000 994.2 2.547 -60.69 0.0000 994.5 0.01547 -65.38 0.0000 995.4 2.404 -47.54 0.0000 995.8 0.02038 -51.38 0.0000 -7.011 -3.513 8.587 0.0000 -5.815 -2.517 26.28 0.0000 -4.579 -2.361 44.57 0.0387 -0.06141 -0.0631 131.5 0.0387 -0.04761 -0.04942 132.6 0.0387 -0.03322 -0.03514 133.7 0.0387 -0.01845 -0.02048 134.8 0.0387 -0.003457 -0.005586 135.9 0.0387 0.01175 0.00952 137 0.0387 0.02709 0.02475 138.1 0.0387 0.0424 0.03995 139.2 0.0387 0.05763 0.05509 140.3
Helman O. Mozo
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Job
286 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ----------------------------------------------------------------------------------------------------------------------D0Z93P -123.74 0.0 -0.47 0.0 -60.74 0.0 0.0 137.84 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -36.52 0.0 -31.31 0.0 -138.23 0.0 0.0 146.36 0.0 1.18 0.0 -2.1 0.0 -1.59 0.0 0.0 D29Z0P -36.50 0.0 -10.05 0.0 100.46 0.0 0.0 107.36 0.0 2.85 0.0 -3.2 0.0 0.38 0.0 0.0 D137Z93P -0.47 0.0 -116.62 0.0 117.70 0.0 0.0 165.69 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -48.20 0.0 -39.63 0.0 233.43 0.0 0.0 241.62 0.0 1.03 0.0 -2.2 0.0 -0.05 0.0 0.0 D212Z93P -120.89 0.0 -0.47 0.0 153.28 0.0 0.0 195.22 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -21.96 0.0 -28.23 0.0 63.15 0.0 0.0 72.57 0.0 2.92 0.0 -3.7 0.0 -1.91 0.0 0.0 D287Z93P -0.47 0.0 -125.77 0.0 -47.22 0.0 0.0 134.34 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-2": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.4720 0.4720 -0.6493 123.2685 -0.0000 61.3855 0.0000 0.0000 0.0000 D1Z93P 1.0049 1.0049 -1.3966 -1.0049 -1.0049 1.3966 0.0005 0.0004 -0.0017 D2Z0P 1.3789 1.3789 -2.1105 35.1386 29.9265 140.3422 0.0000 0.0000 0.0000 D3Z9P 1.3789 1.3789 -2.1105 -1.3789 -1.3789 2.1105 0.0122 0.0110 -0.0036 D4Z13P 1.3789 1.3789 -2.1105 -1.3789 0.1351 2.0088 0.0118 1000.0000 -101.7874 D5Z19P 8.4647 4.1907 -6.4779 -8.4647 -4.1907 6.4779 0.0135 0.0106 -0.0010 D6Z26P 1.2995 1.2995 -2.1608 -1.2995 -1.2995 2.1608 0.0201 0.0179 -0.0029 D7Z31P 1.2995 1.2995 -2.1608 -1.2995 0.1388 2.0641 0.0194 1000.0000 -96.6971 D8Z26P 7.1684 2.8333 -4.3674 -7.1684 -2.8333 4.3674 0.0203 0.0158 -0.0021 D9Z13P 2.8700 1.7686 -3.2337 -2.8700 -1.7686 3.2337 0.0139 0.0110 -0.0013 D10Z31P 10.6858 3.7526 -5.7608 -10.6858 -3.7526 5.7608 0.0199 0.0157 -0.0022 D11Z36P 3.7053 3.7053 -4.6139 -3.7053 -3.7053 4.6139 0.0194 0.0157 -0.0023 D12Z45P 1.3763 1.3763 -2.1381 -1.3762 -1.3762 2.1381 0.0259 0.0221 -0.0037 D13Z45P 1.3763 1.3763 -2.1381 -1.3762 -1.3762 2.1381 0.0258 0.0240 -0.0040 D14Z50P 1.3763 1.3763 -2.1381 -1.3762 0.1369 2.0364 0.0238 1000.0000 -101.7326 D15Z55P 3.3156 3.3156 -5.1309 -3.3156 -3.3156 5.1309 0.0223 0.0193 -0.0039 D16Z68P 7.1638 7.1638 -4.7479 -7.1638 -7.1638 4.7479 0.0175 0.0102 -0.0013 D17Z68P 7.1638 7.1638 -4.7479 -7.1638 -7.1638 4.7479 0.0165 0.0146 -0.0038 D18Z55P 7.3692 7.3692 -5.4729 -7.3692 -7.3692 5.4729 0.0230 0.0151 -0.0013 D19Z75P 1.8570 1.8570 -2.6067 -1.8570 -1.8570 2.6067 0.0080 0.0027 -0.0014 D20Z75P 6.1822 6.1822 -2.9487 -6.1821 -6.1821 2.9487 0.0102 0.0093 -0.0027 D21Z81P 1.5327 1.5327 -2.1115 -1.5327 -1.5327 2.1115 0.0037 -0.0007 -0.0014 D22Z81P 1.5327 1.5327 -2.1115 -1.5327 -1.5327 2.1115 0.0036 0.0033 -0.0010 D23Z86P 1.2150 1.2150 -1.6721 -1.2150 -1.2150 1.6721 0.0012 0.0011 0.0007 D24Z86P 1.2150 1.2150 -1.6721 -1.2150 -1.2150 1.6721 0.0002 -0.0023 -0.0015 D25Z90P 1.0800 1.0800 -1.5014 -1.0800 -1.0800 1.5014 -0.0014 -0.0025 -0.0016 D26Z90P 1.0800 1.0800 -1.5014 -1.0800 -1.0800 1.5014 0.0006 0.0007 0.0026 D27Z93P 1.0049 1.0049 -1.3966 -1.0049 -1.0049 1.3966 0.0003 0.0003 0.0052 D28Z50P 1.3763 1.3763 -2.1381 -1.3762 -1.3762 2.1381 0.0239 0.0205 -0.0038 D29Z0P 1.3789 1.3789 -2.1105 35.1180 8.6758 -98.3510 0.0000 0.0000 0.0000 D30Z9P 1.3789 1.3789 -2.1105 -1.3789 -0.0062 2.0183 0.0115 1000.0000 -92.2881 D31Z19P 2.6784 2.6784 -4.2713 -2.6784 -2.6784 4.2713 0.0133 0.0086 -0.0008
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
287 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
290 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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-0.0868 -0.0774 -0.0868 -0.0775 -0.0868 -0.0776 -0.0929 -0.0825 -0.1735 -0.1539 -0.1735 -0.1542 -1.1023 -2.1754 -0.1735 -0.1547 -0.1735 -0.1550 -0.1735 -0.1552 -1.1023 -2.1903 -0.1797 -0.1605 -0.7473 -0.5330 -1.0961 -3.3363 -1.2600 -3.4293 -1.1935 -0.8647 -1.4132 -0.9922 -3.3347 -6.0965 -0.6493 120.4230 -1.3966 -1.0049 -2.1105 -1.3789 -2.1105 -1.3789 -2.1608 -1.2995 -2.1608 -1.2995 -2.1381 -1.3762 -2.1381 -1.3762 -4.7479 -7.1638 -5.1309 -3.3156 -2.6067 -1.8570 -2.1115 -1.5327 -1.6721 -1.2150 -1.5014 -1.0800 -2.1105 -1.3789 -4.3171 -7.8582 -2.1105 20.5770 -6.0366 -7.4030 -2.1608 -1.2995 -3.9260 -6.0914 -3.2337 -2.8700 -4.3674 -7.3004 -4.2989 -2.6757 -2.1381 -1.3762 -2.1381 -1.3762 -2.1381 -1.3762 -0.6965 -0.5250 -0.6965 -0.5217 -0.7437 -0.5445 -0.7437 -0.5409 -0.6965 -0.5115 -0.6493 -0.4720 -1.3459 -0.9834 -2.6754 -2.3647
17:07:07 03/17/10
-0.0774 0.0868 -0.0775 0.0868 -0.0776 0.0868 -0.0825 0.0929 -0.1540 0.1735 -0.1542 0.1735 -2.1754 1.1023 -0.1547 0.1735 -0.1550 0.1735 -0.1552 0.1735 -2.1903 1.1023 -0.1605 0.1797 -0.5330 0.7473 -3.3363 1.0961 -3.4293 1.2600 -0.8647 1.1935 -0.9922 1.4132 -6.0965 3.3347 -0.0000 -152.6331 -1.0049 1.3966 -1.3789 2.1106 -0.1475 2.1933 -1.2995 2.1608 -0.1505 2.2380 -1.3762 2.1381 -0.1493 2.2206 -7.1638 4.7479 -3.3156 5.1309 -1.8570 2.6067 -1.5327 2.1115 -1.2150 1.6721 -1.0800 1.5014 -0.0062 2.2028 -3.0723 4.3171 26.8526 -61.0348 -2.8200 6.0366 -0.0058 2.2478 -1.4430 3.9260 -1.7686 3.2337 -2.8678 4.3674 -2.6757 4.2989 -1.3762 2.1381 -0.0062 2.2303 -1.3762 2.1381 -0.5250 0.6965 -0.5217 0.6965 -0.5445 0.7437 -0.5409 0.7437 -0.5115 0.6965 -0.4720 0.6493 -0.9834 1.3459 -2.3647 2.6754
0.3613 0.3768 0.3924 0.4078 0.2940 0.3083 0.3231 0.3382 0.3536 0.3691 0.3846 0.4001 -0.0038 0.0006 -0.0000 0.0031 0.0042 0.0427 0.0000 0.0004 0.0124 0.0122 0.0168 0.0169 0.0199 0.0181 0.0117 0.0170 0.0037 0.0001 -0.0016 -0.0021 0.0136 0.0138 0.0000 0.0128 0.0177 0.0179 0.0146 0.0173 0.0165 0.0196 0.0196 0.0182 0.1176 0.0931 0.0703 0.0491 0.0301 0.0134 0.0230 0.0596
0.3592 0.3746 0.3900 0.4054 0.2923 0.3065 0.3213 0.3363 0.3515 0.3669 0.3824 0.3977 -0.0038 0.0002 -0.0006 0.0021 0.0030 0.0411 0.0000 0.0006 0.0105 1000.0000 0.0145 1000.0000 0.0186 1000.0000 0.0158 0.0198 0.0070 0.0034 0.0003 -0.0013 1000.0000 0.0093 0.0000 0.0107 1000.0000 0.0146 0.0108 0.0156 0.0161 0.0207 1000.0000 0.0204 0.1160 0.0915 0.0689 0.0479 0.0291 0.0132 0.0212 0.0581
-0.0120 -0.0120 -0.0121 -0.0121 -0.0109 -0.0113 -0.0116 -0.0118 -0.0119 -0.0120 -0.0120 -0.0121 -0.0083 -0.0056 -0.0041 -0.0025 -0.0016 0.0037 0.0000 -0.0016 0.0031 82.7931 0.0001 77.2494 0.0002 82.4876 -0.0017 -0.0018 -0.0017 -0.0016 -0.0016 -0.0016 92.2866 -0.0008 0.0000 -0.0012 86.9709 -0.0016 -0.0010 -0.0017 -0.0017 -0.0018 92.1076 -0.0018 -0.0020 -0.0020 -0.0019 -0.0019 -0.0018 -0.0017 -0.0017 -0.0019
Helman O. Mozo
Page
Job
291 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 0.9922 6.0966 0.4720 1.3789 1.3789 1.2995 1.2995 1.3763 1.3763 1.3789 1.2995 1.3763 0.0771
1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 0.9922 6.0966 0.4720 1.3789 1.3789 1.2995 1.2995 1.3763 1.3763 1.3789 1.2995 1.3763 0.0771
-1.3931 -0.6493 -1.4403 -1.4403 -1.3927 -0.6962 -1.1453 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.4132 -3.3347 -0.6493 -2.1105 -2.1105 -2.1608 -2.1608 -2.1381 -2.1381 -2.1105 -2.1608 -2.1381 -0.0868
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17:07:07 03/17/10
1.3931 0.6493 1.4403 1.4403 1.3927 0.6962 1.1453 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929 0.1735 0.1735 1.1023 0.1735 0.1735 0.1735 1.1023 0.1797 0.7473 1.0961 1.2600 1.1935 1.4132 3.3347 47.8733 2.0183 2.0088 2.0738 2.0641 2.0460 2.0364 2.1105 2.1608 2.1381 0.0868
0.1051 0.0020 0.0379 0.0809 0.1297 0.1445 0.1523 0.1647 0.1782 0.1918 0.2058 0.2202 0.2347 0.2492 0.2804 0.2593 0.2694 0.4155 0.2870 0.3010 0.3156 0.3306 0.3458 0.3613 0.3768 0.3924 0.4078 0.2940 0.3083 0.3231 0.3382 0.3536 0.3690 0.3846 0.4001 -0.0004 -0.0021 -0.0004 0.0022 0.0038 0.0425 0.0000 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 1000.0000 0.0110 0.0180 0.0240 0.2886
0.1034 -0.0020 0.0040 -0.0016 0.0372 -0.0018 0.0794 -0.0020 0.1279 -0.0021 0.1422 -0.0022 0.1500 -0.0022 0.1630 -0.0022 0.1766 -0.0023 0.1905 -0.0022 0.2046 -0.0023 0.2192 -0.0023 0.2338 -0.0023 0.2485 -0.0023 0.2803 -0.0023 0.2586 -0.0023 0.2690 -0.0023 0.4127 -0.0023 0.2869 -0.0022 0.3005 -0.0023 0.3148 -0.0023 0.3295 -0.0023 0.3444 -0.0023 0.3595 -0.0023 0.3748 -0.0023 0.3900 -0.0023 0.4051 -0.0023 0.2936 -0.0023 0.3076 -0.0023 0.3221 -0.0023 0.3369 -0.0023 0.3519 -0.0023 0.3671 -0.0023 0.3824 -0.0023 0.3975 -0.0023 -0.0009 -0.0017 -0.0006 -0.0016 0.0021 -0.0016 0.0054 -0.0016 0.0076 -0.0017 0.0435 -0.0019 0.0000 0.0000 0.0092 -92.2888 0.0093 -101.7873 0.0146 -86.9740 0.0155 -96.6972 0.0207 -92.1109 0.0204 -101.7327 0.0097 -0.0030 0.0157 -0.0025 0.0221 -0.0039 0.2869 0.0059
Helman O. Mozo
Page
Job
292 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0769 -0.0770 -0.0771 -0.0772 -0.0774 -0.0775 -0.0776 -0.0825
17:07:07 03/17/10
-0.0769 -0.0770 -0.0771 -0.0772 -0.0774 -0.0775 -0.0776 -0.0825
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -------------------------------------------------------------------------D127P 22.51 -3745.73 2519.02 1651.62 -449.63 -1220.59 1206.19 D128P 22.51 -1651.62 449.63 -984.26 3550.98 -1291.32 1959.91 D129P 22.51 323.13 -1299.91 299.72 243.40 310.54 -526.75 D130P 22.51 -93.96 171.65 -360.16 1669.25 -184.46 747.77 D131P 22.50 -32.10 1546.21 130.30 -1384.64 30.16 49.62 D132P 22.50 -70.85 -2422.08 -541.90 12657.90 -151.34 2528.02 D133P 22.50 541.90 -12657.91 551.37 -20836.46 195.94 -6002.98 D134P 22.50 -35.87 -2805.39 -337.05 -12925.65 -75.30 -3176.56 D135P 22.50 -35.87 2805.39 16.71 -759.19 -3.30 352.42 D136P 22.50 -16.71 759.20 -21.25 1085.30 -4.58 222.44 D137P 22.50 21.25 -1085.30 -54.52 -81.36 -6.62 -232.28 D138P 22.50 54.52 81.36 -3.78 -1281.23 10.03 -237.24 D139P 22.50 3.78 1281.23 25.98 1566.51 3.92 375.49 D140P 22.50 -25.98 -1566.51 -36.41 -484.24 -11.51 -378.41 D141P 22.50 36.41 484.24 -86.61 -2754.69 -10.52 -475.84 D142P 22.50 86.61 2754.69 230.88 4277.42 36.79 814.96 D143P 260.84 -18781.87 -14190.28 -7164.63 -5793.36 -15630.42 -12038.34 D144P 780.35 343.55 2732.82 739.84 -2706.48 1023.78 24.89 D145P 260.84 4420.34 -876.92 18781.86 14190.28 13935.26 7996.01 D146P 260.84 7164.62 5793.35 -3073.68 1989.00 2464.42 4688.17 D147P 260.85 3525.10 3071.65 419.95 3001.75 2376.54 3658.68 D148P 260.85 1837.72 1439.08 1215.76 2155.06 1839.45 2165.14 D149P -17.10 -576.79 -664.51 -1091.95 226.60 -1174.58 -308.24 D150P -17.11 -60.44 -2678.76 -1468.56 2514.85 -1076.22 -115.37 D151P 15.87 -219.90 205.65 -115.44 59.44 -333.28 263.46 D152P -0.05 -197.76 56.27 136.64 690.62 -110.24 1347.09 D153P -0.02 -33.88 24.07 11.63 109.43 -40.12 240.79 D154P 780.34 343.55 -2732.81 -169.92 1723.78 82.04 -476.76 D155P 22.50 337.05 12925.66 551.37 20836.46 124.30 4723.61 D156P 22.50 -130.30 1384.64 70.85 2422.08 -17.57 1124.78 D157P 22.51 360.16 -1669.25 32.10 -1546.21 143.13 -1173.29 D158P 22.51 -299.72 -243.40 93.96 -171.65 -97.57 -196.83 D159P 22.51 984.26 -3550.98 -323.13 1299.91 381.92 -1300.39 D160P 260.84 3073.67 -1989.01 -228.07 -1273.36 1714.22 -1965.28 D161P 260.84 228.06 1273.36 7656.91 6572.11 4749.99 4726.18 D162P 260.84 -7656.92 -6572.12 -3525.11 -3071.66 -6736.16 -5809.50 D163P 260.85 -419.95 -3001.76 -1162.62 -1866.03 -953.36 -2932.40
0.3024 0.3168 0.3315 0.3465 0.3618 0.3771 0.3924 0.4076
0.3006 0.3149 0.3295 0.3444 0.3595 0.3747 0.3900 0.4051
0.0063 0.0067 0.0069 0.0071 0.0072 0.0072 0.0072 0.0072
Helman O. Mozo
Page
Job
293 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
260.85 1162.61 1866.02 3890.73 3945.70 3044.18 3501.04 260.85 -3890.74 -3945.71 -1837.73 -1439.09 -3450.88 -3243.85 260.86 -1215.77 -2155.07 -1274.62 -1747.27 -1500.23 -2350.80 260.86 1274.61 1747.26 1445.34 1205.04 1638.53 1778.49 -17.11 748.24 683.97 60.43 2678.77 569.20 2366.93 -17.10 -299.04 -1474.77 -748.25 -683.96 -737.16 -1519.47 -17.10 1091.94 -226.59 299.03 1474.78 979.06 878.57 -17.10 487.19 298.79 576.78 664.52 748.90 678.05 -17.09 -10.16 -300.83 -487.20 -298.78 -350.08 -422.05 15.88 115.44 -59.43 60.64 -806.31 175.00 -860.43 15.88 -60.64 806.33 -179.62 -98.76 -238.79 703.22 -0.04 -118.10 66.43 91.67 511.15 -47.67 1041.73 -0.04 -107.90 58.99 50.00 422.55 -104.41 868.52 -0.03 -34.84 231.53 27.05 315.60 -14.05 986.80 -0.03 -62.05 38.61 26.53 183.36 -64.06 400.33 -0.02 -32.32 23.44 -17.80 94.16 -90.39 212.10 -0.01 24.93 206.84 -24.60 61.98 0.60 484.85 -0.01 -18.79 21.53 -13.50 1.67 -58.23 41.83 -0.05 -136.65 -690.63 118.09 -66.45 -33.47 -1365.47 -0.04 -91.68 -511.16 107.88 -59.01 29.22 -1028.36 -0.04 -50.02 -422.57 34.82 -231.54 -27.40 -1179.75 -0.03 -27.06 -315.61 62.04 -38.62 63.08 -638.90 -0.03 -26.55 -183.37 33.86 -24.09 13.19 -374.17 -0.02 -11.65 -109.44 32.30 -23.45 37.25 -239.69 -0.01 17.78 -94.18 -24.94 -206.86 -12.90 -542.95 -0.01 24.58 -61.99 18.77 -21.54 78.20 -150.66 -0.00 13.49 -1.68 -0.01 -0.01 24.30 -3.06 -22.37 -19466.91 843.06 8145.23 -387.95 -6599.08 265.27 -22.37 -8145.23 387.95 -3937.70 153.52 -5919.46 265.27 -22.37 4256.48 -82.34 4586.96 -0.14 4409.15 -41.12 -22.37 1968.95 4.29 1969.33 -9.13 1599.73 -1.97 -22.37 966.49 -8.41 -858.38 29.25 33.20 6.40 -22.37 -725.48 -5.72 7734.89 -22.42 1731.17 -6.95 -22.36 -7734.90 22.42 -11744.70 -21.58 -3491.21 0.15 -22.36 1571.15 11.57 7341.77 -22.41 1799.78 -2.19 -22.36 1571.15 -11.57 -428.70 -136.06 196.77 -25.43 -22.36 428.70 136.06 556.20 140.72 118.77 33.38 -22.36 -556.19 -140.72 -51.73 6.24 -121.04 -26.78 -22.36 51.73 -6.24 -514.67 127.99 -91.53 24.07 -22.36 514.67 -127.99 680.89 -170.32 157.64 -39.33 -22.36 -680.89 170.32 -350.53 82.43 -190.32 46.64 -22.36 350.53 -82.43 -1405.58 513.43 -221.12 90.33 -22.36 1405.58 -513.43 2256.26 -801.11 424.38 -152.34 57.53 18094.92 27401.23 7748.36 13276.44 15568.24 24504.62 167.97 -272.38 -671.95 9059.97 -656.55 8304.12 -1255.41 57.53 -13170.23 -14360.14 -18094.93 -27401.24 -18777.87 -25081.91 57.52 -7748.36 -13276.44 5121.11 7149.19 -1582.68 -3691.11 57.52 -4023.98 -6234.92 908.43 243.71 -1876.84 -3609.16 57.52 -2221.73 -3188.96 169.93 59.02 -1236.02 -1885.51 -24.62 -367.76 -209.45 -887.44 506.74 -883.50 209.25 -24.62 -1999.59 -1439.94 -6885.26 5927.49 -6253.79 3158.66 21.24 649.36 286.16 490.97 182.43 1133.33 465.71
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
294 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
-0.00 -0.00 167.97 -22.36 -22.37 -22.37 -22.37 -22.37 57.52 57.52 57.52 57.52 57.52 57.52 57.52 57.52 -24.62 -24.62 -24.62 -24.62 -24.62 21.24 21.24 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -324.52 -324.52 -324.53 -324.53 -324.54 -324.55 -324.56 -324.57 -324.57 -324.58 -324.59 194.62 517.75
-919.23 -82.30 -272.37 -7341.78 858.38 -1969.33 -4586.96 3937.70 -5121.12 -1135.30 6191.85 -908.44 -1480.20 2776.31 -169.93 -837.56 922.25 -135.22 887.43 484.42 -257.03 -490.99 364.36 -374.32 -251.77 -74.74 -120.68 -34.21 101.43 12.71 336.60 96.43 34.07 12.05 33.70 20.30 -28.71 -38.30 -1.76 -2398.93 -1105.07 158.36 -51.83 -40.88 -62.36 529.33 -40.04 -40.04 -3.42 16.05 95.20 -301.94
-730.68 -336.61 433.60 -64.96 -20.32 38.13 671.95 -3173.75 366.19 22.41 -11744.69 21.58 -29.25 725.48 5.72 9.13 -966.49 8.41 0.14 -1968.95 -4.29 -153.52 -4256.48 82.34 -7149.20 1135.29 1722.81 -1722.82 -6191.85 -7775.80 7775.79 4023.98 6234.91 -243.72 1480.20 2836.70 -2836.71 -2776.32 -3297.36 3297.35 2221.72 3188.96 -59.03 837.56 1632.00 -1632.01 -1962.23 -2526.15 504.15 1999.58 1439.95 -1295.12 -922.26 -504.15 -506.73 135.21 1295.13 -939.97 367.75 209.46 661.33 -484.43 939.99 -182.43 -364.38 -18.15 18.15 1166.65 -131.63 -179.12 -96.45 187.94 -239.42 -34.08 132.58 -68.47 -12.06 73.55 -121.42 -33.71 71.76 -54.23 28.69 -24.35 59.94 38.29 -41.00 -20.99 1.74 -12.40 -433.62 374.31 179.11 -187.95 251.76 239.41 -132.59 74.72 68.45 -73.56 120.66 121.41 -71.78 82.28 64.95 -38.15 34.19 54.21 24.34 -101.44 -59.96 40.99 -12.72 20.97 12.39 -0.01 -0.01 -1929.15 1105.07 -161.69 161.69 -578.70 -4187.81 -872.17 120.58 -2728.47 -2858.45 -322.03 -2558.29 -1141.60 104.22 1555.64 2327.72 -529.33 -12655.22 12655.23 554.73 20826.94 2882.66 -339.52 13042.58 -2882.66 3.42 623.17 -623.17 -16.05 -983.17 983.17 -95.20 15.37 34.00 301.94 1508.67 -1477.94 -291.95 -1802.58
17:07:07 03/17/10
-2265.05 -185.08 -1628.26 -2670.36 467.98 -1071.25 -3109.01 -184.16 -2401.10 -4413.95 6154.11 344.43 -2564.17 3010.86 402.18 -1686.62 2056.59 -744.33 719.81 599.82 -521.89 -850.11 1521.60 -849.08 -515.57 -156.55 -278.46 -9.95 251.99 26.07 1282.20 628.00 196.22 239.36 209.19 98.29 -234.73 -92.03 -3.20 -754.15 -824.88 139.07 -151.86 19.45 -146.13 194.29 -76.64 -6.31 -2.35 -15.76 78.52 -78.31
-535.80 -48.39 490.51 6.15 -6.95 6.40 -1.97 -41.12 -3268.91 -5722.06 8440.18 1562.04 -3695.22 3907.42 947.57 -2504.91 1368.40 -1266.45 554.93 -514.19 1127.12 -199.34 -112.78 15.91 -192.69 9.17 -89.56 -141.73 34.16 -60.22 -459.04 92.80 -115.68 86.30 -12.32 28.97 -64.24 111.76 22.31 -1218.69 -1972.41 -1795.20 -2200.28 127.15 -2550.66 6000.80 3215.77 -389.16 -193.72 198.81 305.01 -432.56
Helman O. Mozo
Page
Job
295 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
836.33 900.83 1461.44 -505.66 -880.79 -505.66 -505.66 -505.65 -505.65 -15.68 -15.67 -32.65 0.04 0.02 -880.78 -324.56 -324.55 -324.54 -324.53 -324.53 -505.65 -505.65 -505.65 -505.65 -505.65 -505.65 -505.65 -505.66 -15.67 -15.67 -15.67 -15.68 -15.68 -32.66 -32.66 0.04 0.03 0.03 0.02 0.01 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.02 0.01 0.01 0.00 -447.26
291.95 1832.87 -55.19 -598.91 -452.57 -3168.62 -8842.25 -29706.98 -344.66 -2829.35 -360.04 3032.57 4056.28 11284.13 2311.20 4799.16 1217.27 2061.84 -534.28 -752.11 -143.61 -3045.19 136.76 -103.91 -82.43 -207.93 -33.99 43.42 -344.66 2829.34 339.52 -13042.59 -104.22 -1555.64 322.03 2558.29 -120.58 2728.47 578.70 4187.81 -1149.41 3903.43 1196.74 -319.31 -4604.74 -10312.31 -1670.74 -1887.00 1370.06 1780.30 -2739.15 -5087.08 -1579.76 -2137.62 1531.02 2014.64 656.95 797.67 -233.88 -1576.08 1023.42 -155.90 476.35 368.24 -20.50 -172.91 -93.10 36.51 12.27 -784.91 -146.22 91.59 -100.74 95.95 -36.66 259.09 -61.57 60.42 -32.31 40.51 24.92 217.47 -18.77 25.68 -93.05 -710.14 -102.17 -547.16 -47.35 -456.08 -27.73 -338.38 -26.37 -203.90 -11.70 -127.66 17.79 -110.14 24.59 -67.28 13.49 -4.55 13919.90 88.17
55.19 605.04 452.57 3221.92 -566.28 -4860.16 -4056.29 -11284.14 844.55 2931.16 8842.25 29706.98 1149.41 -3903.44 1670.74 1886.99 1579.75 2137.61 -1023.43 155.91 -2761.37 1566.99 93.10 -36.53 93.03 710.13 11.69 127.64 -449.48 -1198.95 554.73 -20826.94 62.35 -2327.72 40.88 1141.60 51.83 2858.45 -158.36 872.17 -1196.75 319.30 4604.73 10312.30 -2311.21 -4799.16 -1370.07 -1780.31 2739.14 5087.07 -1217.27 -2061.85 -1531.03 -2014.64 671.50 1307.16 143.60 3045.20 -656.96 -797.66 233.87 1576.09 534.27 752.12 -476.36 -368.23 -12.27 784.89 -88.74 202.69 102.15 547.15 47.34 456.07 27.72 338.36 26.35 203.89 -17.80 110.13 -24.60 67.27 -13.51 4.54 146.21 -91.61 100.73 -95.96 36.64 -259.10 61.55 -60.43 33.98 -43.43 32.29 -40.53 -24.93 -217.48 18.76 -25.69 -0.01 -0.01 -5612.17 33.66
17:07:07 03/17/10
64.06 449.85 83.28 549.73 -118.08 -930.47 -7770.20 -24693.45 472.39 96.21 5094.42 19663.39 3135.96 4446.20 2398.76 4027.80 1684.95 2529.79 -1096.43 -419.65 -2044.73 -1040.46 228.45 -139.57 19.12 905.77 -40.23 308.52 -375.23 770.35 125.11 -4738.64 -12.37 -1147.42 132.42 1350.06 -32.60 2649.48 242.82 2923.03 -1413.35 2543.82 3494.87 6019.88 -4166.23 -9103.30 -1831.82 -2209.22 2475.43 4136.97 -2383.39 -4306.58 -1873.97 -2501.36 1326.82 2001.08 563.48 2704.89 -627.03 -1670.81 884.97 999.63 711.34 788.59 -349.72 -380.89 -104.73 816.36 -76.00 -578.65 -79.48 1152.04 -96.32 995.62 -16.12 1077.57 -63.52 476.70 -90.37 271.69 0.58 513.55 -58.22 54.50 95.89 -1446.04 -2.59 -1159.94 -19.31 -1289.90 61.01 -719.29 13.73 -446.09 37.14 -303.34 -12.89 -590.90 78.18 -167.69 24.31 -8.24 4842.33 71.01
Helman O. Mozo
Page
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296 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-447.26 -447.27 -447.29 -447.30 -447.31 -447.32 -447.34 -447.35 -447.37 -447.38 567.79 1075.57 1576.22 1640.72 1640.71 -436.89 -328.63 -436.90 -436.89 -436.88 -436.87 -6.50 -6.50 -31.54 -0.01 -0.01 -328.63 -447.33 -447.31 -447.29 -447.28 -447.27 -436.89 -436.88 -436.88 -436.87 -436.87 -436.87 -436.86 -436.86 -6.50 -6.50 -6.50 -6.50 -6.49 -31.54 -31.54 -0.01 -0.01 -0.01 -0.01 -0.00
5612.17 -3753.07 -2545.72 124.05 -7244.71 11270.93 -1363.95 -1363.95 -838.63 938.35 21.18 -1066.25 1134.46 -392.89 -1456.48 8237.15 147.59 -9934.86 -4648.22 -2855.65 -1734.97 -318.15 -2011.44 -516.81 -721.31 -69.53 147.58 7082.89 2979.93 1366.55 4535.40 -2596.11 -996.28 -2169.88 3106.11 284.76 -1690.49 1676.63 -125.26 -640.60 845.99 -70.95 818.45 439.28 -253.89 422.99 -250.94 -341.96 -229.56 -56.08 -106.38 -23.02
-33.66 2596.11 178.62 4021.26 71.01 -66.50 -4535.40 -63.40 -4132.45 -64.77 7.88 -1366.55 56.94 -1589.17 26.33 -41.80 -2979.92 23.82 -877.01 -5.52 -1.63 -11270.93 -24.93 -4572.95 -6.56 24.93 11876.66 -28.12 4148.60 -0.57 -0.36 -7082.89 -16.65 -1705.66 -3.43 0.36 838.63 -84.00 -90.48 -14.41 84.00 -938.35 106.98 -214.29 23.03 -106.98 -21.18 47.95 182.61 -11.75 48.57 1066.25 -285.21 215.01 -46.79 333.49 -1134.46 302.40 -290.18 83.85 -254.80 392.89 -66.38 281.83 -59.27 72.51 1456.48 -315.37 222.91 -50.90 315.37 -2332.92 509.29 -439.16 95.57 11711.94 4648.21 7925.18 7762.27 11829.59 488.80 -10067.16 1091.34 -9373.82 1493.20 -9750.85 -8237.16 -11711.94 -10914.12 -12890.57 -7925.19 996.27 1363.23 -2199.97 -3952.99 -4587.53 -284.77 -806.67 -1891.82 -3249.52 -2562.68 125.26 -38.22 -969.71 -1566.81 -140.74 -818.46 579.38 -800.03 308.74 -1354.85 -7924.47 6312.66 -6993.60 3489.66 -154.73 -422.98 -145.03 -934.01 -297.91 -441.40 -272.58 320.52 -1792.59 -218.02 -65.16 -8.32 38.18 -140.41 -48.68 -488.80 3095.01 430.05 1532.10 -27.76 16.65 11876.66 28.12 2652.61 6.26 -23.82 7244.71 1.63 3021.09 -6.56 -56.94 -124.05 41.80 453.38 -5.52 63.40 2545.73 -7.88 3358.08 26.33 -178.62 3753.07 66.50 668.35 -64.77 -1363.24 2169.88 3416.64 706.99 1236.99 -3416.64 -3106.12 -3939.75 -3178.31 -4431.56 3939.74 2855.65 4587.53 3591.42 5136.91 806.66 1690.49 2990.98 1189.91 2287.73 -2990.99 -1676.64 -2083.25 -2028.39 -3056.77 2083.24 1734.97 2562.67 2055.18 2798.74 38.21 640.60 1555.45 310.44 960.04 -1555.46 -2414.45 -1962.58 -1840.39 -2119.30 438.06 2011.43 1354.86 2011.25 1261.99 -1189.86 -846.00 -438.05 -645.42 -1145.84 -579.37 70.95 1189.87 626.02 429.71 -919.60 318.14 140.75 533.13 -548.20 477.01 -439.29 919.61 -487.91 983.04 145.03 250.95 -8.50 669.80 135.69 8.50 -822.14 195.40 -1066.49 202.64 -242.23 -72.56 211.96 -747.63 -54.59 -224.34 -12.45 126.83 -436.49 -175.88 -72.03 3.32 74.94 -95.16 5.25 -120.64 -20.19 71.47 -228.29 -88.68 -54.11 38.84 -24.40 28.54 -141.61
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
297 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.00
108.43 15.47 272.57 72.55 12.44 -3.33 20.18 8.31 -38.85 -42.15 -3.53
59.93 -21.03 -320.53 -211.97 -126.84 -74.95 -71.49 -38.19 24.39 40.96 12.36
42.14 3.52 341.94 229.55 56.07 106.37 69.52 23.01 -108.44 -15.49 -0.01
-40.98 -12.38 242.21 224.33 72.02 120.63 65.15 54.10 -59.94 21.01 -0.01
17:07:07 03/17/10
271.55 34.25 1108.34 544.87 123.55 185.83 161.78 56.47 -265.66 -103.95 -6.40
34.18 -60.25 -141.25 22.29 -98.88 82.38 -11.43 28.69 -64.13 111.78 22.28
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 9 "COMBO 2-3"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004707 -0.0003545 -0.008817 0.3324 0.3540 0.1263 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01238 -1000 92.29 0.0000 0.0000 0.0000 -3.51 -1007 100.9 D4Z13P 0.01183 -1000 82.79 0.0000 0.0000 0.0000 0.01183 -1007 96.13 D5Z19P 0.01301 -0.0106 -0.0008827 -0.0264 -0.0147 -0.5878 -6.327 -6.351 18.73 D6Z26P 0.01955 -1000 86.97 0.0000 0.0000 0.0000 -2.513 -1006 113.3 D7Z31P 0.01897 -1000 77.25 0.0000 0.0000 0.0000 0.01897 -1005 108.6 D8Z26P 0.01974 -0.01426 -0.001411 -0.0299 -0.0214 -0.7429 -5.813 -5.847 26.28 D9Z13P 0.01367 -0.01073 -0.0007371 -0.0317 -0.0434 -0.4204 -6.689 -6.714 13.34 D10Z31P 0.01946 -0.01479 -0.001552 -0.0547 -0.0706 -0.7909 -5.475 -5.509 31.32 D11Z36P 0.01889 -0.01501 -0.001636 -0.0369 -0.0351 -0.7460 -5.139 -5.173 36.32 D12Z45P 0.02416 -0.01895 -0.001933 -0.0185 -0.0176 -0.6683 -4.579 -4.622 44.57 D13Z45P 0.02413 -1000 92.11 0.0000 0.0000 0.0000 -2.359 -1005 136.7 D14Z50P 0.02279 -1000 82.49 0.0000 0.0000 0.0000 0.02279 -1004 132.8 D15Z55P 0.02158 -0.01797 -0.002052 0.1089 0.1048 -0.5812 -3.862 -3.901 55.28 D16Z68P 0.0155 -0.01156 -0.0001224 -0.2715 -0.2572 0.0920 3.047 -3.043 67.95 D17Z68P 0.016 -0.01359 -0.002121 -0.2289 -0.2351 -0.4128 -3.015 -3.045 67.95 D18Z55P 0.02152 -0.01677 0.0003585 0.1505 0.1482 0.0758 3.905 -3.9 55.29 D19Z75P 0.007654 -0.005193 -0.001395 -0.0050 0.0023 0.1026 2.541 -2.539 75.35 D20Z75P 0.008086 -0.007007 -0.002051 -0.0979 -0.1072 -0.3584 -2.526 -2.541 75.35 D21Z81P 0.003335 -0.001036 -0.002926 -0.0663 -0.0618 0.1110 2.136 -2.133 81.32 D22Z81P 0.002027 -0.001431 -0.001979 -0.0350 -0.0437 -0.3090 -2.13 -2.134 81.32 D23Z86P -3.404e-005 -0.0001851 -0.001865 -0.0504 -0.0566 -0.2630 -1.827 -1.827 85.87 D24Z86P 7.11e-005 0.0009118 -0.004637 0.0123 0.0167 0.1172 1.827 -1.826 85.87 D25Z90P 0.000167 0.0004405 -0.006362 -0.0871 -0.0790 0.1221 1.577 -1.576 89.59 D26Z90P -0.001603 0.001834 -0.001822 -0.0297 -0.0068 -0.2316 -1.578 -1.575 89.59 D27Z93P 0.0003982 -0.0006157 -0.00172 0.0648 -0.0232 -0.2006 -1.325 -1.326 93.33 D28Z50P 0.02284 -0.01856 -0.002004 -0.0946 -0.1061 -0.6012 -4.192 -4.233 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.01154 -0.00971 0.002638 0.0000 0.0000 0.0000 3.534 -7.032 8.593 D31Z19P 0.01357 -0.009651 -0.000574 0.0084 0.0190 0.0249 6.354 -6.35 18.73 D32Z26P 0.01844 -0.01554 0.0002581 0.0000 0.0000 0.0000 2.551 -5.848 26.29 D33Z26P 0.01847 -0.01261 -0.0003024 0.0135 0.0286 0.0350 5.851 -5.845 26.28 D34Z13P 0.01365 -0.009614 0.0001247 0.0003 -0.0014 0.0184 6.717 -6.713 13.34 D35Z31P 0.01904 -0.01297 -0.0004013 -0.0060 -0.0029 0.0426 5.513 -5.507 31.32 D36Z36P 0.01913 -0.01332 -0.0005413 0.0171 0.0219 0.0494 5.177 -5.171 36.32 D37Z45P 0.02439 -0.0187 0.0004072 0.0244 0.0293 0.0607 4.628 -4.622 44.58 D38Z45P 0.02437 -0.02155 0.0005791 0.0000 0.0000 0.0000 2.408 -4.625 44.58 D39Z50P 0.02285 -0.01764 0.0004072 -0.0683 -0.0627 0.0685 4.237 -4.232 50.36 D40Z113P 0.117 -0.1164 -0.002066 0.4240 0.4254 0.0628 -1.208 -1.441 113.3 D41Z113P 0.1171 -0.1166 -0.02073 0.4471 0.4389 0.1249 1.442 -1.442 113.2 D42Z110P 0.09255 -0.09181 -0.002016 0.4173 0.4226 0.0189 -1.232 -1.417 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
299 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
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17:07:07 03/17/10
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109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
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17:07:07 03/17/10
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133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.7 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 8.592 96.13 26.28 108.6 44.58 132.8 67.95 55.28 75.35 81.32 85.87 89.59 100.9 8.59
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
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17:07:07 03/17/10
7.6 6.354 1006 5.85 6.717 5.512 5.176 4.623 1005 4.234 1.442 1.418 1.395 1.374 1.355 1.338 1.346 1.384 1.43 1.33 1.363 1.406 1.454 1.045 0.8416 0.8546 0.868 0.8818 0.8958 0.9104 0.9249 0.9396 0.631 0.8362 0.7332 0.7645 0.6376 0.6514 0.6659 0.6807 0.6957 0.7109 0.7263 0.7416 0.7569 0.6444 0.6586 0.6732 0.6881 0.7033 0.7186 0.734
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0 18.73 113.3 26.28 13.34 31.32 36.32 44.57 136.7 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
0.3993 -0.3979 -0.002381 0.7918 0.7886 -0.1526 -0.00146 0.0001569 -0.00188 0.0566 0.0443 -0.0079 -0.001376 0.002107 -0.001756 -0.0145 -0.0230 -0.0166 0.0004752 0.0001006 -0.001783 -0.0220 -0.0189 -0.0162 0.00321 -0.002569 -0.001787 -0.0467 -0.0510 -0.0192 0.005187 -0.00452 -0.00177 -0.0144 -0.0121 -0.0133 0.04307 -0.04221 -0.001682 -0.0813 -0.0836 -0.0211 0 0 0 0.0000 0.0000 0.0000 0.0002738 -0.000281 0.005284 0.2105 0.2523 -0.2524 0.01238 -1000 -92.29 0.0000 0.0000 0.0000 0.01217 -1000 -101.8 0.0000 0.0000 0.0000 0.01688 -1000 -86.97 0.0000 0.0000 0.0000 0.01734 -1000 -96.7 0.0000 0.0000 0.0000 0.01991 -1000 -92.11 0.0000 0.0000 0.0000 0.01915 -1000 -101.7 0.0000 0.0000 0.0000 0.01243 -0.01318 -0.003393 -0.2765 -0.2365 -0.3802 0.01772 -0.01733 -0.003633 0.1181 0.1819 -0.4424 0.005847 -0.006356 -0.002202 -0.0255 0.0174 -0.3428 0.001965 -0.003221 -0.0007701 -0.0601 -0.0144 -0.3126 -0.0004051 -1.111e-005 0.0009668 -0.0196 0.0240 -0.2898 0.0001882 -0.0007071 0.002673 -0.0901 -0.0520 -0.2715 0.01342 -0.01185 -0.004118 0.0000 0.0000 0.0000 0.01364 -0.0103 -0.001558 0.0360 0.0863 -0.2590 0 0 0 0.0000 0.0000 0.0000 0.01322 -0.01028 -0.001241 -0.0172 0.0418 -0.4480 0.01825 -0.01663 -0.002742 0.0000 0.0000 0.0000 0.01842 -0.01496 -0.002194 -0.0144 0.0565 -0.5359 0.01482 -0.01129 -0.001658 -0.0390 0.0019 -0.3516 0.01774 -0.01483 -0.002315 -0.0505 0.0175 -0.5628 0.017 -0.01464 -0.002345 -0.0162 0.0481 -0.5379 0.02134 -0.02042 -0.003534 -0.0075 0.0531 -0.4966 0.02131 -0.02089 -0.003611 0.0000 0.0000 0.0000 0.01922 -0.01862 -0.003615 -0.1014 -0.0424 -0.4676 0.1171 -0.1165 0.01647 0.4425 0.4362 -0.1611 0.09271 -0.09191 0.01535 0.3915 0.3999 -0.1763 0.06983 -0.06927 0.01397 0.3907 0.3867 -0.1915 0.04874 -0.04832 0.0123 0.3179 0.3308 -0.2067 0.02982 -0.02951 0.01032 0.3399 0.3298 -0.2219 0.0137 -0.01358 0.007961 0.1790 0.1978 -0.2372 0.02102 -0.02061 0.009251 0.2823 0.2850 -0.2296 0.0591 -0.05851 0.01322 0.3650 0.3662 -0.1991 0.1047 -0.1039 0.01597 0.4270 0.4223 -0.1687 0.008391 -0.00861 0.006673 0.2459 0.2343 -0.2448 0.03966 -0.03959 0.01139 0.3227 0.3248 -0.2143 0.0814 -0.0809 0.01473 0.3905 0.3957 -0.1839 0.13 -0.129 0.01696 0.3957 0.4455 -0.1535 0.144 -0.1429 0.01183 0.3430 0.4105 -0.1622 0.1512 -0.1502 0.009223 0.4219 0.4940 -0.1674 0.1646 -0.1628 0.009702 0.5537 0.5541 -0.1644 0.1781 -0.1765 0.01012 0.5506 0.5460 -0.1613 0.1919 -0.1902 0.01048 0.5589 0.5597 -0.1582 0.2059 -0.2043 0.01079 0.5792 0.5756 -0.1552
17:07:07 03/17/10
0.7493 1.438 1.691 1.968 2.319 2.766 3.448 1.9e-015 -1.325 3.535 0.01217 2.55 0.01734 2.403 0.01915 -3.019 -3.865 -2.528 -2.13 -1.827 -1.576 -3.509 -7.009 -7.6 -6.327 -2.515 -5.814 -6.688 -5.477 -5.141 -4.582 -2.362 -4.195 -1.208 -1.232 -1.255 -1.276 -1.295 -1.311 -1.304 -1.266 -1.22 -1.317 -1.285 -1.244 -1.195 -0.7577 -0.5388 -0.5254 -0.5119 -0.4981 -0.4841
-0.04793 1.44 1.694 1.968 2.313 2.756 3.363 1.325 1.325 -993 -993.3 -994.2 -994.5 -995.4 -995.8 3.018 3.866 2.527 2.129 1.827 1.576 7.011 7.012 7.6 6.33 5.816 5.818 6.692 5.479 5.144 4.583 4.582 4.196 1.209 1.233 1.256 1.277 1.295 1.311 1.304 1.266 1.221 1.316 1.285 1.244 1.196 0.7588 0.5398 0.5272 0.5135 0.4998 0.4857
139.8 91.63 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -83.7 -88.45 -60.69 -65.38 -47.54 -51.38 67.95 55.28 75.35 81.32 85.88 89.6 8.586 8.588 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 110 106.6 103.3 99.99 96.67 98.33 105 111.6 95.01 101.7 108.3 114.9 117 118 119.4 120.8 122.2 123.7
Helman O. Mozo
Page
Job
303 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2204 0.2349 0.2496 0.2809 0.2597 0.2702 0.4145 0.2877 0.3015 0.3159 0.3307 0.3457 0.3609 0.3763 0.3916 0.4069 0.2944 0.3086 0.3233 0.3381 0.3533 0.3686 0.384 0.3993 -0.002295 0.0009236 0.0009435 0.004488 0.005856 0.04335 0 0.01191 1000 0.01665 1000 0.02089 1000 1000 1000 1000 0.2874 0.3013 0.3157 0.3305 0.3456 0.3609 0.3763 0.3916 0.4069
-0.2188 -0.2334 -0.2483 -0.2795 -0.2582 -0.2688 -0.4132 -0.286 -0.2999 -0.3144 -0.3292 -0.3442 -0.3595 -0.3749 -0.3903 -0.4055 -0.2929 -0.3071 -0.3218 -0.3367 -0.3518 -0.3672 -0.3826 -0.3979 0.002008 -0.001377 -0.001746 -0.00551 -0.006574 -0.04231 0 -0.01021 -0.009419 -0.01492 -0.01465 -0.02039 -0.01854 -0.009226 -0.0142 -0.01893 -0.286 -0.2999 -0.3143 -0.3291 -0.3442 -0.3595 -0.3749 -0.3902 -0.4055
0.01105 0.01127 0.01146 0.005667 0.009596 0.007644 0.007251 0.005926 0.006359 0.006684 0.006913 0.007077 0.007183 0.007236 0.007249 0.007251 0.006156 0.006535 0.006808 0.007002 0.007137 0.007216 0.007245 0.00725 0.004428 0.001748 0.0001304 -0.001534 -0.002351 -0.007265 0 -0.003253 -101.8 -0.00252 -96.7 -0.003695 -101.7 -92.29 -86.97 -92.11 -0.00235 -0.002362 -0.002373 -0.002378 -0.002385 -0.00239 -0.002395 -0.002394 -0.002394
0.5848 0.5981 0.5919 0.6415 0.5620 0.5872 0.7890 0.7011 0.7307 0.7596 0.7706 0.7843 0.7925 0.7970 0.7900 0.7901 0.7235 0.7453 0.7663 0.7774 0.7890 0.7958 0.7938 0.7896 -0.0561 0.0067 -0.0747 -0.0611 -0.0338 -0.1100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6966 0.7320 0.7605 0.7688 0.7839 0.7924 0.7985 0.7884 0.7897
Joint Support Reactions for Load Case "COMBO 2-3":
17:07:07 03/17/10
0.5861 0.5895 0.5973 0.6869 0.6090 0.6142 0.7888 0.7034 0.7312 0.7595 0.7688 0.7833 0.7916 0.7970 0.7880 0.7887 0.7126 0.7443 0.7640 0.7768 0.7873 0.7933 0.7925 0.7893 -0.0114 0.0405 -0.0207 -0.0276 0.0211 -0.0650 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6961 0.7326 0.7592 0.7711 0.7844 0.7926 0.7968 0.7904 0.7900
-0.1521 -0.4696 0.4712 125.1 -0.1491 -0.4551 0.4566 126.5 -0.1460 -0.4404 0.4417 127.9 -0.1619 -0.06914 0.07054 130.9 -0.1481 -0.317 0.3185 128.9 -0.1572 -0.1931 0.1946 129.9 -0.1619 0.06454 -0.06318 140.9 -0.1619 -0.06235 0.06401 131.5 -0.1619 -0.04853 0.05006 132.6 -0.1619 -0.03412 0.03563 133.7 -0.1619 -0.01933 0.02081 134.8 -0.1619 -0.004298 0.005764 135.9 -0.1619 0.01094 -0.009502 137 -0.1619 0.0263 -0.0249 138.1 -0.1619 0.04164 -0.04026 139.2 -0.1619 0.05691 -0.05554 140.3 -0.1619 -0.05555 0.05709 132 -0.1619 -0.04142 0.04292 133.1 -0.1619 -0.02675 0.02825 134.2 -0.1619 -0.01186 0.01332 135.3 -0.1619 0.003293 -0.001848 136.4 -0.1619 0.01861 -0.01718 137.6 -0.1619 0.034 -0.0326 138.7 -0.1619 0.04927 -0.0479 139.8 -0.2608 -1.442 1.442 91.63 -0.2804 -1.691 1.691 87.87 -0.2997 -1.967 1.966 83.78 -0.3271 -2.311 2.31 78.6 -0.3590 -2.754 2.754 71.98 -0.4079 -3.361 3.362 62.39 0.0000 -1.325 1.457e-011 93.33 0.0000 -7.011 3.512 8.587 0.0000 993.3 -0.009419 -88.45 0.0000 -5.816 2.518 26.28 0.0000 994.5 -0.01465 -65.38 0.0000 -4.582 2.363 44.57 0.0000 995.8 -0.01854 -51.38 0.0000 993 -3.532 -83.7 0.0000 994.2 -2.547 -60.69 0.0000 995.4 -2.402 -47.54 0.1275 -0.06256 -0.636 131.4 0.1275 -0.04873 -0.6499 132.6 0.1275 -0.03427 -0.6643 133.7 0.1275 -0.01945 -0.6791 134.8 0.1275 -0.0044 -0.6942 135.9 0.1275 0.01087 -0.7095 137 0.1275 0.02626 -0.7249 138.1 0.1275 0.04163 -0.7402 139.2 0.1275 0.05691 -0.7555 140.3
Helman O. Mozo
Page
Job
304 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ---------------------------------------------------------------------------------------------------------------------D0Z93P -124.54 0.0 0.47 0.0 153.60 0.0 0.0 197.75 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -21.88 0.0 26.38 0.0 44.91 0.0 0.0 56.49 0.0 -2.80 0.0 -3.3 0.0 2.02 0.0 0.0 D29Z0P -48.87 0.0 39.93 0.0 250.51 0.0 0.0 258.33 0.0 -0.86 0.0 -2.0 0.0 0.01 0.0 0.0 D137Z93P -0.47 0.0 115.56 0.0 118.29 0.0 0.0 165.37 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -35.85 0.0 12.18 0.0 82.82 0.0 0.0 91.07 0.0 -3.04 0.0 -3.5 0.0 -0.43 0.0 0.0 D212Z93P -120.09 0.0 0.47 0.0 -60.67 0.0 0.0 134.55 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -36.57 0.0 30.65 0.0 -120.45 0.0 0.0 129.55 0.0 -1.23 0.0 -2.5 0.0 1.46 0.0 0.0 D287Z93P -0.47 0.0 126.90 0.0 -47.19 0.0 0.0 135.39 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.4720 -0.4720 -0.6493 124.0704 -0.0000 -152.9507 0.0000 0.0000 0.0000 D1Z93P 1.0049 -1.0049 -1.3966 -1.0049 1.0049 1.3966 0.0005 -0.0004 -0.0088 D2Z0P 1.3789 -1.3789 -2.1105 20.5005 -25.0038 -42.7949 0.0000 0.0000 0.0000 D3Z9P 1.3789 -1.3789 -2.1105 -1.3789 0.0062 2.2028 0.0124 -1000.0000 92.2871 D4Z13P 1.3789 -1.3789 -2.1105 -1.3789 0.1475 2.1933 0.0118 -1000.0000 82.7931 D5Z19P 8.4647 -4.1907 -6.4779 -8.4647 4.1907 6.4779 0.0130 -0.0106 -0.0009 D6Z26P 1.2995 -1.2995 -2.1608 -1.2995 0.0058 2.2478 0.0196 -1000.0000 86.9707 D7Z31P 1.2995 -1.2995 -2.1608 -1.2995 0.1505 2.2380 0.0190 -1000.0000 77.2494 D8Z26P 7.1684 -2.8333 -4.3674 -7.1684 2.8333 4.3674 0.0197 -0.0143 -0.0014 D9Z13P 2.8700 -1.7686 -3.2337 -2.8700 1.7686 3.2337 0.0137 -0.0107 -0.0007 D10Z31P 10.6858 -3.7526 -5.7608 -10.6858 3.7526 5.7608 0.0195 -0.0148 -0.0016 D11Z36P 3.7053 -3.7053 -4.6139 -3.7053 3.7053 4.6139 0.0189 -0.0150 -0.0016 D12Z45P 1.3763 -1.3763 -2.1381 -1.3762 1.3762 2.1381 0.0242 -0.0190 -0.0019 D13Z45P 1.3763 -1.3763 -2.1381 -1.3762 0.0062 2.2303 0.0241 -1000.0000 92.1072 D14Z50P 1.3763 -1.3763 -2.1381 -1.3762 0.1493 2.2206 0.0228 -1000.0000 82.4876 D15Z55P 3.3156 -3.3156 -5.1309 -3.3156 3.3156 5.1309 0.0216 -0.0180 -0.0021 D16Z68P 7.1638 -7.1638 -4.7479 -7.1638 7.1638 4.7479 0.0155 -0.0116 -0.0001 D17Z68P 7.1638 -7.1638 -4.7479 -7.1638 7.1638 4.7479 0.0160 -0.0136 -0.0021 D18Z55P 7.3692 -7.3692 -5.4729 -7.3692 7.3692 5.4729 0.0215 -0.0168 0.0004 D19Z75P 1.8570 -1.8570 -2.6067 -1.8570 1.8570 2.6067 0.0077 -0.0052 -0.0014 D20Z75P 6.1822 -6.1822 -2.9487 -6.1821 6.1821 2.9487 0.0081 -0.0070 -0.0021 D21Z81P 1.5327 -1.5327 -2.1115 -1.5327 1.5327 2.1115 0.0033 -0.0010 -0.0029 D22Z81P 1.5327 -1.5327 -2.1115 -1.5327 1.5327 2.1115 0.0020 -0.0014 -0.0020 D23Z86P 1.2150 -1.2150 -1.6721 -1.2150 1.2150 1.6721 -0.0000 -0.0002 -0.0019 D24Z86P 1.2150 -1.2150 -1.6721 -1.2150 1.2150 1.6721 0.0001 0.0009 -0.0046 D25Z90P 1.0800 -1.0800 -1.5014 -1.0800 1.0800 1.5014 0.0002 0.0004 -0.0064 D26Z90P 1.0800 -1.0800 -1.5014 -1.0800 1.0800 1.5014 -0.0016 0.0018 -0.0018 D27Z93P 1.0049 -1.0049 -1.3966 -1.0049 1.0049 1.3966 0.0004 -0.0006 -0.0017 D28Z50P 1.3763 -1.3763 -2.1381 -1.3762 1.3762 2.1381 0.0228 -0.0186 -0.0020 D29Z0P 1.3789 -1.3789 -2.1105 47.4952 -38.5533 -248.3958 0.0000 0.0000 0.0000 D30Z9P 1.3789 -1.3789 -2.1105 -1.3789 1.3789 2.1106 0.0115 -0.0097 0.0026 D31Z19P 2.6784 -2.6784 -4.2713 -2.6784 2.6784 4.2713 0.0136 -0.0097 -0.0006
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
305 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
1.2995 1.2995 1.3789 1.2995 2.6758 1.3763 1.3763 1.3763 0.5251 0.5251 0.5218 0.5218 0.5445 0.5445 0.5409 0.5409 0.5115 0.5115 0.4720 0.4720 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.4720 0.9835 1.0524 2.3648 1.0664 1.0469 1.0255 0.5004 0.7422 0.7422 0.5004 0.4843 0.4843 2.6379 2.6379 0.4867 0.4867 0.4810 0.4810 2.6434 2.6434 0.4764 0.4764 0.4450 0.4450
-1.2995 -1.2995 -1.3789 -1.2995 -2.6758 -1.3763 -1.3763 -1.3763 -0.5251 -0.5251 -0.5218 -0.5218 -0.5445 -0.5445 -0.5409 -0.5409 -0.5115 -0.5115 -0.4720 -0.4720 -0.4720 -0.9835 -1.0524 -2.3648 -1.0664 -1.0469 -1.0255 -0.4720 -0.9835 -1.0524 -2.3648 -1.0664 -1.0469 -1.0255 -0.5004 -0.7422 -0.7422 -0.5004 -0.4843 -0.4843 -2.6379 -2.6379 -0.4867 -0.4867 -0.4810 -0.4810 -2.6434 -2.6434 -0.4764 -0.4764 -0.4450 -0.4450
-2.1608 -2.1608 -2.1105 -2.1608 -4.2989 -2.1381 -2.1381 -2.1381 -0.6965 -0.6965 -0.6965 -0.6965 -0.7437 -0.7437 -0.7437 -0.7437 -0.6965 -0.6965 -0.6493 -0.6493 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6962 -1.1453 -1.1453 -0.6962 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
308 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
0.0774 0.0775 0.0776 0.0825 0.1540 0.1542 2.1754 0.1547 0.1550 0.1552 2.1903 0.1605 0.5330 3.3363 3.4293 0.8647 0.9922 6.0965 -0.0000 1.0049 0.0062 -0.1351 0.0058 -0.1388 0.0062 -0.1369 7.1638 3.3156 1.8570 1.5327 1.2150 1.0800 1.3789 3.0723 -29.2726 2.8200 1.2995 1.4430 1.7686 2.8678 2.6757 1.3762 1.3762 1.3762 0.5250 0.5217 0.5445 0.5409 0.5115 0.4720 0.9834 2.3647
0.0868 0.0868 0.0868 0.0929 0.1735 0.1735 1.1023 0.1735 0.1735 0.1735 1.1023 0.1797 0.7473 1.0961 1.2600 1.1935 1.4132 3.3347 61.3151 1.3966 2.0183 2.0088 2.0738 2.0641 2.0460 2.0364 4.7479 5.1309 2.6067 2.1115 1.6721 1.5014 2.1105 4.3171 122.5567 6.0366 2.1608 3.9260 3.2337 4.3674 4.2989 2.1381 2.1381 2.1381 0.6966 0.6966 0.7437 0.7437 0.6966 0.6494 1.3459 2.6755
0.3609 0.3763 0.3916 0.4069 0.2944 0.3086 0.3232 0.3381 0.3533 0.3686 0.3840 0.3993 -0.0015 -0.0014 0.0005 0.0032 0.0052 0.0431 0.0000 0.0003 0.0124 0.0122 0.0169 0.0173 0.0199 0.0191 0.0124 0.0177 0.0058 0.0020 -0.0004 0.0002 0.0134 0.0136 0.0000 0.0132 0.0182 0.0184 0.0148 0.0177 0.0170 0.0213 0.0213 0.0192 0.1171 0.0927 0.0698 0.0487 0.0298 0.0137 0.0210 0.0591
-0.3595 -0.0024 -0.3749 -0.0024 -0.3903 -0.0024 -0.4056 -0.0024 -0.2928 -0.0023 -0.3070 -0.0023 -0.3217 -0.0024 -0.3366 -0.0024 -0.3518 -0.0024 -0.3672 -0.0024 -0.3826 -0.0024 -0.3979 -0.0024 0.0002 -0.0019 0.0021 -0.0018 0.0001 -0.0018 -0.0026 -0.0018 -0.0045 -0.0018 -0.0422 -0.0017 0.0000 0.0000 -0.0003 0.0053 -1000.0000 -92.2877 -1000.0000 -101.7873 -1000.0000 -86.9735 -1000.0000 -96.6971 -1000.0000 -92.1109 -1000.0000 -101.7327 -0.0132 -0.0034 -0.0173 -0.0036 -0.0064 -0.0022 -0.0032 -0.0008 -0.0000 0.0010 -0.0007 0.0027 -0.0118 -0.0041 -0.0103 -0.0016 0.0000 0.0000 -0.0103 -0.0012 -0.0166 -0.0027 -0.0150 -0.0022 -0.0113 -0.0017 -0.0148 -0.0023 -0.0146 -0.0023 -0.0204 -0.0035 -0.0209 -0.0036 -0.0186 -0.0036 -0.1165 0.0165 -0.0919 0.0153 -0.0693 0.0140 -0.0483 0.0123 -0.0295 0.0103 -0.0136 0.0080 -0.0206 0.0093 -0.0585 0.0132
Helman O. Mozo
Page
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309 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P
1.0469 0.4720 1.0524 1.0664 1.0255 0.5004 0.7422 0.4843 2.6379 0.4867 0.4810 2.6434 0.4764 0.4450 0.2836 0.2065 0.2065 0.0829 0.0771 0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829 0.1542 0.1545 2.1757 0.1551 0.1553 0.1556 2.1907 0.1609 0.5330 3.3363 3.4293 0.8647 0.9922 6.0966 0.4720 1.3789 1.3789 1.2995 1.2995 1.3763 1.3763 1.3789 1.2995 1.3763 0.0771
-1.0469 -0.4720 -1.0524 -1.0664 -1.0255 -0.5004 -0.7422 -0.4843 -2.6379 -0.4867 -0.4810 -2.6434 -0.4764 -0.4450 -0.2836 -0.2065 -0.2065 -0.0829 -0.0771 -0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780 -0.0829 -0.1542 -0.1545 -2.1757 -0.1551 -0.1553 -0.1556 -2.1907 -0.1609 -0.5330 -3.3363 -3.4293 -0.8647 -0.9922 -6.0966 -0.4720 -1.3789 -1.3789 -1.2995 -1.2995 -1.3763 -1.3763 -1.3789 -1.2995 -1.3763 -0.0771
-1.3931 -0.6493 -1.4403 -1.4403 -1.3927 -0.6962 -1.1453 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.4132 -3.3347 -0.6493 -2.1105 -2.1105 -2.1608 -2.1608 -2.1381 -2.1381 -2.1105 -2.1608 -2.1381 -0.0868
-1.0468 1.0468 -0.4720 0.4720 -1.0524 1.0524 -1.0663 1.0663 -1.0254 1.0254 -0.5002 0.5002 -0.7421 0.7421 -0.4841 0.4842 -2.6377 2.6377 -0.4865 0.4865 -0.4808 0.4808 -2.6432 2.6432 -0.4762 0.4762 -0.4448 0.4448 -0.2833 0.2833 -0.2062 0.2062 -0.2062 0.2062 -0.0825 0.0825 -0.0768 0.0768 -0.0769 0.0769 -0.0770 0.0770 -0.0771 0.0771 -0.0772 0.0772 -0.0774 0.0774 -0.0775 0.0775 -0.0776 0.0776 -0.0825 0.0825 -0.1539 0.1540 -0.1542 0.1542 -2.1754 2.1754 -0.1547 0.1547 -0.1550 0.1550 -0.1552 0.1552 -2.1903 2.1903 -0.1605 0.1605 -0.5330 0.5330 -3.3363 3.3363 -3.4293 3.4293 -0.8647 0.8647 -0.9922 0.9922 -6.0965 6.0965 -0.0000 -126.4266 -1.3789 1.3789 0.1351 1.3789 -1.2995 1.2995 0.1388 1.2995 -1.3762 1.3762 0.1369 1.3762 -0.0062 1.3789 -0.0058 1.2995 -0.0062 1.3762 -0.0768 0.0768
17:07:07 03/17/10
1.3931 0.6494 1.4403 1.4403 1.3928 0.6962 1.1453 0.8813 1.8904 0.8644 0.8545 1.8706 0.8446 0.6331 0.2976 0.2108 0.2108 0.0929 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929 0.1736 0.1736 1.1024 0.1736 0.1736 0.1736 1.1024 0.1797 0.7473 1.0961 1.2600 1.1935 1.4132 3.3347 47.8352 2.1105 2.0088 2.1608 2.0641 2.1381 2.0364 2.0183 2.0738 2.0460 0.0868
0.1047 0.0084 0.0397 0.0814 0.1300 0.1440 0.1512 0.1646 0.1781 0.1919 0.2059 0.2204 0.2349 0.2496 0.2809 0.2597 0.2702 0.4145 0.2877 0.3015 0.3159 0.3307 0.3457 0.3609 0.3763 0.3916 0.4069 0.2944 0.3086 0.3233 0.3381 0.3533 0.3686 0.3840 0.3993 -0.0023 0.0009 0.0009 0.0045 0.0059 0.0433 0.0000 0.0119 1000.0000 0.0166 1000.0000 0.0209 1000.0000 1000.0000 1000.0000 1000.0000 0.2874
-0.1039 0.0160 -0.0086 0.0067 -0.0396 0.0114 -0.0809 0.0147 -0.1290 0.0170 -0.1429 0.0118 -0.1502 0.0092 -0.1628 0.0097 -0.1765 0.0101 -0.1902 0.0105 -0.2043 0.0108 -0.2188 0.0111 -0.2334 0.0113 -0.2483 0.0115 -0.2795 0.0057 -0.2582 0.0096 -0.2688 0.0076 -0.4132 0.0073 -0.2860 0.0059 -0.2999 0.0064 -0.3144 0.0067 -0.3292 0.0069 -0.3442 0.0071 -0.3595 0.0072 -0.3749 0.0072 -0.3903 0.0072 -0.4055 0.0073 -0.2929 0.0062 -0.3071 0.0065 -0.3218 0.0068 -0.3367 0.0070 -0.3518 0.0071 -0.3672 0.0072 -0.3826 0.0072 -0.3979 0.0073 0.0020 0.0044 -0.0014 0.0017 -0.0017 0.0001 -0.0055 -0.0015 -0.0066 -0.0024 -0.0423 -0.0073 0.0000 0.0000 -0.0102 -0.0033 -0.0094 -101.7872 -0.0149 -0.0025 -0.0146 -96.6972 -0.0204 -0.0037 -0.0185 -101.7327 -0.0092 -92.2886 -0.0142 -86.9739 -0.0189 -92.1111 -0.2860 -0.0024
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0772 0.0773 0.0775 0.0776 0.0777 0.0779 0.0780 0.0829
-0.0772 -0.0773 -0.0775 -0.0776 -0.0777 -0.0779 -0.0780 -0.0829
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0769 -0.0770 -0.0771 -0.0772 -0.0774 -0.0775 -0.0776 -0.0825
0.0769 0.0770 0.0771 0.0772 0.0774 0.0775 0.0776 0.0825
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) --------------------------------------------------------------------------D127P 68.72 -20026.38 -760.16 7951.46 257.28 -7038.12 -293.12 D128P 68.72 -7951.46 -257.28 -5027.66 -341.04 -6358.51 -293.12 D129P 68.71 2249.20 -21.45 2371.60 441.43 2303.83 209.40 D130P 68.71 -665.23 -23.61 774.20 -464.18 44.26 -198.14 D131P 68.71 1431.19 77.20 -455.20 382.62 299.72 141.20 D132P 68.70 -730.95 28.38 7264.55 -520.08 1613.65 -121.44 D133P 68.70 -7264.56 520.08 -11192.71 537.08 -3307.98 189.47 D134P 68.70 1436.10 82.33 6929.95 303.90 1689.35 77.99 D135P 68.70 1436.10 -82.33 -577.62 -88.73 147.86 -29.46 D136P 68.70 577.62 88.73 689.43 67.92 152.80 18.89 D137P 68.70 -689.43 -67.92 -85.07 -50.91 -154.20 -23.66 D138P 68.69 85.07 50.91 -554.40 -262.30 -92.79 -41.80 D139P 68.69 554.40 262.30 677.45 313.92 162.43 75.98 D140P 68.69 -677.45 -313.92 -344.00 -55.69 -188.48 -68.20 D141P 68.69 344.00 55.69 -1171.37 -526.13 -173.40 -98.60 D142P 68.69 1171.37 526.13 2001.14 787.67 367.67 152.26 D143P -3.53 -18175.20 27425.23 -7761.41 13313.03 -15624.46 24541.12 D144P 433.22 -188.84 -977.37 9812.25 -1716.89 9093.96 -2546.03 D145P -3.54 13621.10 -14700.50 18175.21 -27425.24 19096.88 -25300.74 D146P -3.53 7761.41 -13313.03 -5138.54 7181.24 1580.04 -3693.85 D147P -3.52 4034.53 -6252.65 -928.15 255.83 1871.31 -3612.55 D148P -3.52 2282.23 -3157.55 -306.42 -29.51 1190.25 -1919.92 D149P -70.13 -62.97 361.42 180.37 1396.12 82.64 1237.08 D150P -70.14 -251.40 2158.89 5687.22 8189.41 3826.12 7283.87 D151P 37.96 565.08 675.47 464.52 241.36 1023.27 911.19 D152P -0.05 537.57 -875.08 -262.66 -365.24 495.84 -2237.06 D153P -0.02 33.54 -145.44 -11.62 -18.54 39.54 -295.74 D154P 433.21 -188.83 977.37 -3075.54 1481.33 -1542.38 1161.71 D155P 68.70 -6929.95 -303.90 -11192.70 -537.08 -2535.52 -117.66 D156P 68.70 455.20 -382.62 730.95 -28.38 350.47 -121.44 D157P 68.71 -774.21 464.18 -1431.19 -77.20 -804.73 141.21 D158P 68.71 -2371.60 -441.43 665.23 23.61 -809.21 -198.14 D159P 68.72 5027.66 341.04 -2249.20 21.45 1605.05 209.40 D160P -3.53 5138.54 -7181.24 -1152.78 1746.85 2401.06 -3273.73 D161P -3.53 1152.79 -1746.85 6184.20 -7755.18 4419.87 -5724.12 D162P -3.53 -6184.19 7755.18 -4034.52 6252.65 -6155.85 8438.45 D163P -3.52 928.16 -255.83 -1476.39 2859.46 -330.26 1568.45
0.3013 0.3157 0.3305 0.3456 0.3609 0.3763 0.3916 0.4069
-0.2999 -0.3143 -0.3291 -0.3442 -0.3595 -0.3749 -0.3902 -0.4055
-0.0024 -0.0024 -0.0024 -0.0024 -0.0024 -0.0024 -0.0024 -0.0024
Helman O. Mozo
Page
Job
311 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-3.52 -3.52 -3.51 -3.51 -70.13 -70.13 -70.13 -70.13 -70.12 37.96 37.97 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.04 -0.04 -0.03 -0.03 -0.02 -0.02 -0.01 -0.01 -0.00 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.05 -8.04 -8.04 -8.04 -8.04 -290.99 -773.97 -290.99 -290.99 -290.99 -291.00 8.36 8.37 -23.29
1476.39 -2859.47 2812.42 -3262.89 2583.62 -3688.17 -2812.41 3262.89 -2282.23 3157.55 -3069.06 3867.73 306.42 29.50 -762.98 1648.54 -275.03 1010.87 762.99 -1648.55 3266.07 -1083.41 2427.14 -1645.76 385.43 -1211.19 251.41 -2158.88 448.25 -2372.09 -765.04 -151.85 -385.42 1211.20 -809.78 745.64 -180.36 -1396.11 765.05 151.86 411.55 -875.79 -589.80 -688.48 62.98 -361.41 -370.81 -738.99 875.39 -76.23 589.81 688.49 1031.31 430.95 -464.53 -241.36 -322.44 7.49 -782.14 -232.43 322.43 -7.49 998.88 -235.62 1313.19 -241.62 30.33 -612.76 -58.86 -66.32 -51.46 -1224.79 130.05 -449.74 -58.50 -5.96 129.04 -821.90 29.68 -132.32 -25.26 12.79 7.98 -215.59 63.63 -218.07 -27.16 -28.45 65.78 -444.64 32.63 -65.45 17.47 42.84 90.34 -40.79 -24.57 177.77 24.32 52.80 -0.44 415.86 18.97 16.86 13.41 0.07 58.40 30.54 262.67 365.23 -30.32 612.75 419.07 1763.89 58.88 66.31 -130.04 449.73 -128.35 930.72 58.51 5.95 -29.66 132.31 52.03 249.36 25.27 -12.80 -63.61 218.06 -69.15 370.20 27.17 28.44 -33.53 145.42 -11.47 313.58 11.64 18.52 -32.61 65.44 -37.83 151.44 -17.45 -42.85 24.58 -177.78 12.86 -397.94 -24.31 -52.82 -18.96 -16.87 -78.04 -125.69 -13.39 -0.09 0.01 -0.01 -24.13 -0.18 -3489.09 -2989.65 1607.44 71.40 -1096.76 -1700.96 -1607.44 -71.40 -775.65 -4939.16 -1167.49 -2454.69 347.97 -808.34 -60.52 -1995.73 143.31 -1398.04 -101.24 -2933.57 -3.51 -3250.92 -42.55 -2512.15 -87.99 -979.02 -171.17 2022.88 -79.58 320.56 -127.78 2305.89 -56.18 -13166.26 -45.43 -2682.27 56.18 13166.27 56.51 21335.65 20.20 6183.56 56.80 2959.71 -39.62 13324.80 3.47 3288.32 56.80 -2959.71 196.07 578.62 43.55 -410.10 -196.07 -578.62 -172.82 -900.65 -44.49 -178.39 172.82 900.65 -20.29 34.01 30.37 186.09 20.29 -34.01 58.45 1191.40 15.57 228.84 -58.45 -1191.40 -47.53 -1571.18 -13.97 -364.26 47.53 1571.18 -48.92 515.03 -0.26 384.96 48.92 -515.03 -145.94 3050.97 -20.33 531.48 145.94 -3050.97 302.80 -4618.96 52.01 -888.88 18821.89 -14117.26 7174.30 -5792.00 15660.36 -11993.53 -307.65 -2720.41 1377.83 2653.96 1011.30 -62.80 -4571.13 -363.19 -18821.89 14117.25 -14049.86 8260.70 -7174.29 5791.99 3044.09 2021.61 -2488.07 4706.99 -3510.78 3082.31 -436.49 2993.95 -2377.88 3660.40 -1779.74 1489.53 -1377.50 2032.08 -1901.96 2121.45 -434.14 658.21 -49.16 1689.97 -340.18 1652.81 -1675.61 -402.71 980.53 2929.08 -489.25 1778.24 159.67 -196.78 101.49 -65.19 259.56 -260.36
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.05 0.02 -773.97 -8.05 -8.05 -8.05 -8.05 -8.05 -290.99 -290.99 -290.99 -290.99 -291.00 -291.00 -291.00 -291.00 8.37 8.36 8.36 8.35 8.35 -23.30 -23.30 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 252.64 252.65 252.66 252.67 252.68 252.69 252.70 252.71 252.72 252.73 252.74 -266.47 -589.60
25.92 -181.43 -41.88 -65.26 -307.65 2720.40 39.62 -13324.80 171.17 -2022.88 3.51 3250.92 60.52 1995.73 775.65 4939.16 -3044.09 -2021.61 -215.32 1317.86 7662.73 -6521.25 436.50 -2993.96 -1171.29 1874.81 3865.58 -3953.46 1377.51 -2032.08 -1635.43 1436.29 736.15 -1097.64 -986.43 134.15 49.17 -1689.96 262.84 -736.75 -252.88 -27.07 -101.49 65.18 53.82 -806.49 -113.33 -304.56 -106.15 -209.72 -183.24 -75.14 -62.62 -119.56 -35.78 -53.93 -128.24 60.23 -18.95 -20.76 382.54 -221.71 313.43 -235.82 270.66 -121.08 203.88 -75.97 119.19 -70.99 76.01 -38.14 74.38 24.63 50.01 41.25 4.77 12.50 14107.14 -203.89 5462.09 74.26 -3775.58 -15.08 -2126.32 -28.72 -1258.75 110.37 393.31 24.75 7429.11 510.12 -1384.49 94.18 -1384.49 -94.18 -679.61 142.39 783.68 -115.99 34.65 58.25 -974.57 -245.44
-382.52 221.70 -76.00 38.13 -485.34 -1595.59 56.51 -21335.65 127.78 -2305.89 87.99 979.02 101.24 2933.57 -347.97 808.34 215.32 -1317.86 -7662.72 6521.24 3510.79 -3082.32 1171.30 -1874.82 -3865.58 3953.45 1779.75 -1489.53 1635.44 -1436.29 -1580.16 893.79 1675.62 402.72 -736.14 1097.65 986.44 -134.14 434.15 -658.20 -262.83 736.76 -53.82 806.47 109.96 144.74 -313.42 235.81 -270.65 121.07 -203.87 75.96 -119.18 70.98 -74.36 -24.65 -50.00 -41.26 -4.75 -12.52 113.34 304.54 106.17 209.71 183.25 75.13 62.64 119.55 41.89 65.24 35.79 53.91 128.26 -60.24 18.96 20.74 0.01 -0.01 -5462.09 -74.26 3147.53 -405.19 -5125.72 502.03 -1586.42 -523.87 307.20 380.95 -7429.11 -510.12 11264.87 536.79 -7057.68 295.06 679.61 -142.39 -783.68 115.99 -34.65 -107.62 974.57 214.72 -1120.63 -247.52
17:07:07 03/17/10
-643.16 -212.60 -374.68 13.45 88.33 33.39 76.71 247.06 -1704.08 -4745.81 6731.04 968.55 -3034.26 3400.80 1815.03 -1937.10 1697.57 -1212.47 728.94 490.59 -363.00 -154.36 162.78 -769.68 -679.61 -698.19 -327.89 -198.66 -321.48 -42.75 894.37 756.79 818.68 480.69 290.53 201.65 365.48 124.41 8.62 5038.95 4217.88 -4437.99 -1508.12 -292.21 -1737.69 3350.40 -1704.72 -121.40 -176.47 149.13 199.54 -276.26
72.63 -48.93 531.46 -4849.30 -1279.03 1543.47 2337.62 3320.19 -2011.73 4722.35 -5785.28 -2933.00 3511.00 -3278.91 -2089.38 1403.66 -489.14 867.03 -1283.93 -981.86 499.53 866.30 -657.68 -123.99 -159.89 1.47 -87.62 -141.71 34.21 -60.01 149.39 -47.10 -82.88 78.60 -10.37 28.44 -64.23 111.81 22.52 -162.12 -162.12 242.78 -224.46 150.88 -119.87 187.63 78.60 -40.75 31.16 -44.52 53.97 -65.00
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -908.18 D503P -972.68 D504P -1533.29 D505P 232.20 D506P -284.81 D507P 232.21 D508P 232.20 D509P 232.18 D510P 232.17 D511P 84.50 D512P 84.51 D513P -30.13 D514P 0.05 D515P 0.02 D516P -284.80 D517P 252.71 D518P 252.69 D519P 252.67 D520P 252.66 D521P 252.65 D522P 232.20 D523P 232.19 D524P 232.19 D525P 232.18 D526P 232.18 D527P 232.17 D528P 232.17 D529P 232.17 D530P 84.51 D531P 84.51 D532P 84.50 D533P 84.50 D534P 84.50 D535P -30.14 D536P -30.14 D537P 0.05 D538P 0.04 D539P 0.03 D540P 0.03 D541P 0.02 D542P 0.01 D543P 0.01 D544P 0.05 D545P 0.04 D546P 0.04 D547P 0.03 D548P 0.03 D549P 0.02 D550P 0.01 D551P 0.01 D552P 0.00 D670P 486.88
1120.63 -400.18 -1715.70 -8235.90 95.51 10135.69 4630.38 2839.33 1749.63 -18.01 -178.73 -527.79 521.35 33.56 95.50 7057.68 -307.20 1586.42 5125.72 -3147.53 939.79 2168.08 -3096.62 -299.68 1684.02 -1695.41 167.33 666.12 319.93 -697.94 -239.77 -592.97 877.26 435.57 -280.91 34.57 128.97 29.95 63.58 32.60 -24.57 18.99 256.68 60.45 58.11 25.38 27.15 11.63 -17.46 -24.30 -13.38 -2183.10
217.23 -106.95 -509.43 11693.08 999.97 -9814.83 -7868.12 -4555.24 -2506.09 290.39 1870.38 -717.19 -789.40 -126.06 -999.97 -295.06 -380.95 523.87 -502.03 405.19 -1273.37 -3412.55 3928.80 844.84 -2992.58 2059.41 160.88 -1620.57 -1088.20 -241.39 -1311.89 -623.47 -130.83 254.60 -6.40 -573.47 -415.51 -104.13 -196.41 -48.39 188.39 21.01 307.39 31.23 -27.53 -35.59 7.91 0.31 -58.82 -58.11 -2.96 1954.06
400.18 100.81 1715.70 456.13 -2613.60 -729.33 -4630.37 7868.12 -9626.69 1264.49 8235.90 -11693.08 -939.78 1273.37 299.69 -844.85 -167.33 -160.89 239.78 1311.90 5892.53 7721.68 -435.56 -254.60 -256.67 -307.41 -11.62 -0.32 2718.24 -1786.43 11264.86 -536.79 -393.31 -24.75 1258.75 -110.37 2126.32 28.72 3775.58 15.08 -2168.07 3412.55 3096.63 -3928.81 -2839.33 4555.23 -1684.01 2992.57 1695.42 -2059.41 -1749.63 2506.09 -666.12 1620.56 3190.66 -653.52 178.74 -1870.37 -319.92 1088.21 697.95 241.40 18.02 -290.38 592.98 623.48 280.93 6.40 -926.82 187.13 -60.44 -31.24 -58.09 27.51 -25.37 35.57 -27.14 -7.92 17.48 58.80 24.31 58.09 13.40 2.95 -34.56 573.46 -128.95 415.50 -29.93 104.11 -63.56 196.40 -33.55 126.05 -32.59 48.37 24.58 -188.41 -18.98 -21.02 0.01 -0.01 1079.13 550.00
17:07:07 03/17/10
280.63 58.69 275.71 73.18 -501.73 -143.56 -7750.77 11783.85 -9006.80 2139.87 11033.99 -12917.66 2223.25 -3972.74 1890.98 -3253.06 953.20 -1606.62 156.10 1127.80 4021.78 6751.58 -957.44 -965.82 477.38 -1978.21 39.57 -227.94 1329.46 -1316.55 2563.48 -116.38 -206.98 -119.87 1038.18 150.88 3439.13 -224.46 362.81 242.78 -739.93 1288.66 3171.51 -4422.51 -3575.87 5110.86 -1195.00 2311.69 2035.81 -3043.37 -2075.32 2750.30 -300.47 1073.16 2323.37 -1369.93 351.00 -2082.46 -716.44 596.05 322.50 -753.49 -404.69 -643.23 1034.86 346.76 712.10 259.40 -1200.32 179.62 -46.66 -1090.66 127.83 -699.80 8.26 -123.65 65.72 -368.54 90.32 18.79 -0.45 444.57 58.41 43.21 400.62 1588.71 -123.55 805.72 50.81 138.13 -68.87 290.05 -11.53 241.60 -37.79 87.80 12.84 -445.90 -78.05 -142.72 -24.12 -5.36 -643.48 1459.55
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
486.89 486.90 486.91 486.92 486.93 486.94 486.96 486.97 486.98 486.99 -528.17 -1035.96 -1536.61 -1601.11 -1601.10 669.65 989.73 669.65 669.65 669.64 669.64 14.30 14.29 32.45 -0.04 -0.02 989.73 486.95 486.92 486.91 486.90 486.89 669.64 669.64 669.64 669.64 669.64 669.64 669.64 669.64 14.29 14.30 14.30 14.30 14.30 32.46 32.46 -0.04 -0.03 -0.03 -0.02 -0.01
-1079.13 -550.00 204.89 975.56 -40.81 3277.47 -91.84 -394.89 -159.43 5501.60 63.32 -16737.59 54.29 -2836.90 54.29 2836.90 -188.87 823.69 181.89 -1201.24 41.50 -47.17 -348.37 1635.06 322.43 -1854.41 -48.80 570.34 -279.40 2864.65 8834.53 -29780.96 244.58 2860.23 200.75 2886.63 -4058.76 11267.46 -2311.38 4783.01 -1198.81 2090.98 -380.76 721.04 -1408.09 -315.76 -145.93 111.31 69.83 -218.75 -29.12 -65.23 244.58 -2860.22 40.87 13012.44 216.65 -1161.74 -41.87 -3100.96 211.58 -1485.72 378.72 -5067.78 1171.73 3878.90 -1223.23 -346.28 4572.84 -10337.14 1675.08 -1897.20 -1388.64 1756.94 2718.41 -5122.55 1643.44 -2035.10 -1728.65 1689.30 630.98 -1189.18 -915.28 227.03 -11.55 -1776.87 212.17 -733.49 -184.53 21.84 82.42 -44.88 -30.09 791.14 -87.92 -296.56 -83.35 -211.58 -164.73 -74.69 -48.28 -119.74 -24.59 -53.86
-378.72 5067.78 -211.58 1485.72 41.87 3100.96 -216.65 1161.74 -63.32 16737.59 61.65 -21381.95 -40.87 -13012.43 188.87 -823.69 -181.89 1201.24 -41.50 -49.35 348.37 -1683.34 -322.43 1806.81 48.80 -576.47 279.40 -2864.65 -374.82 4499.71 4058.76 -11267.47 -1062.83 -3305.44 -8834.53 29780.95 -1171.73 -3878.91 -1675.08 1897.19 -1643.44 2035.09 11.56 1776.88 1688.28 3191.34 -82.42 44.89 -347.65 236.36 -64.00 38.09 182.81 988.65 61.65 21381.95 159.43 -5501.60 91.84 394.89 40.81 -3277.47 -204.89 -975.56 1223.24 346.27 -4572.83 10337.14 2311.38 -4783.01 1388.64 -1756.94 -2718.41 5122.55 1198.81 -2090.99 1728.65 -1689.30 -997.75 739.22 1408.10 315.77 -630.97 1189.19 915.29 -227.02 380.77 -721.03 -212.16 733.50 30.09 -791.13 -105.30 -201.45 -289.88 232.74 -248.97 121.77 -188.50 75.82 -105.65 71.06 -64.21 -24.68
17:07:07 03/17/10
-714.21 2213.27 -3.33 1227.14 0.43 2590.92 -94.73 235.49 -55.01 5492.58 22.40 -6831.93 2.71 -3200.44 41.88 346.74 -44.71 244.20 27.95 -249.00 77.09 -342.15 -88.45 453.83 68.50 -448.56 48.33 -480.84 -75.82 853.47 7767.05 -24727.97 -773.23 -420.71 -5185.46 19620.17 -3150.89 4450.94 -2401.48 4024.22 -1712.19 2485.59 -259.87 1758.21 197.22 2024.04 -226.95 155.24 -501.08 31.76 -167.95 -48.96 201.94 -884.30 14.34 4812.07 111.12 -1968.83 18.24 -987.42 119.69 -2258.84 100.42 -3491.10 1442.75 2545.29 -3491.61 6018.59 4147.12 -9108.53 1845.62 -2201.29 -2474.12 4144.27 2359.78 -4345.51 2031.38 -2243.62 -1642.41 1462.97 1435.25 -614.77 -1088.36 996.83 636.11 -1410.48 417.35 -1023.79 -279.22 531.66 111.82 -830.87 -134.56 586.07 -681.41 -115.11 -599.38 -161.98 -637.10 2.04 -277.64 -87.80 -160.17 -141.65
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.04 -0.03 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.00
-121.25 -16.19 347.66 289.89 248.98 188.51 105.67 64.01 64.23 46.17 2.99
60.23 -20.80 -236.38 -232.75 -121.78 -75.83 -71.07 -38.10 24.66 41.23 12.48
-46.15 -2.98 87.94 83.37 164.75 48.30 29.13 24.60 121.26 16.20 0.01
17:07:07 03/17/10
-41.24 -12.49 296.55 211.56 74.67 119.72 65.22 53.85 -60.24 20.79 -0.01
-301.92 -34.57 785.65 673.22 746.21 427.11 243.13 159.83 334.55 112.49 5.42
34.25 -60.05 108.53 -38.22 -84.97 79.17 -10.55 28.41 -64.17 111.84 22.48
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 10 "COMBO 2-4"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0001232 0.0004397 0.00275 -0.1316 -0.1167 -0.0622 1.325 -1.325 93.34 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 1.832e-007 940.4 -63.22 0.0000 0.0000 0.0000 -3.522 933.3 -54.63 D4Z13P -0.0002523 1000 -135.9 0.0000 0.0000 0.0000 -0.0002523 993.3 -122.6 D5Z19P -0.000237 0.01614 -0.0009132 -0.1203 -0.0937 -1.4185 -6.341 -6.324 18.73 D6Z26P 0.0002116 877.2 -58.98 0.0000 0.0000 0.0000 -2.533 871.4 -32.69 D7Z31P -8.936e-005 1000 -127.7 0.0000 0.0000 0.0000 -8.936e-005 994.5 -96.36 D8Z26P 0.000205 0.02359 -0.001702 -0.1547 -0.1199 -1.7934 -5.833 -5.809 26.28 D9Z13P -5.488e-005 0.01688 -0.001104 -0.0540 -0.0713 -1.0237 -6.703 -6.686 13.34 D10Z31P -7.417e-005 0.02366 -0.001839 -0.1125 -0.1326 -1.9252 -5.494 -5.471 31.32 D11Z36P -0.0001597 0.02353 -0.001907 -0.1490 -0.1166 -1.8087 -5.158 -5.135 36.32 D12Z45P 0.001098 0.03136 -0.002937 -0.1483 -0.1079 -1.6193 -4.602 -4.572 44.57 D13Z45P 0.001099 923.2 -62.07 0.0000 0.0000 0.0000 -2.382 918.6 -17.5 D14Z50P 0.0003252 1000 -133.8 0.0000 0.0000 0.0000 0.0003252 995.8 -83.4 D15Z55P 5.795e-005 0.02823 -0.003111 -0.3008 -0.0873 -1.3639 -3.883 -3.855 55.28 D16Z68P 0.001235 0.0163 -0.002772 0.3750 -0.0038 -0.0191 3.033 -3.015 67.95 D17Z68P -3.942e-005 0.02181 -0.003129 0.1622 -0.0317 -1.1072 -3.031 -3.01 67.95 D18Z55P 0.0007755 0.02309 -0.002893 -0.2147 -0.0074 -0.0502 3.884 -3.86 55.28 D19Z75P 2.17e-005 0.006825 -0.002027 0.0012 -0.0083 -0.0488 2.534 -2.527 75.35 D20Z75P 0.001218 0.01342 -0.002552 0.0817 -0.0991 -0.9269 -2.533 -2.52 75.35 D21Z81P 6.365e-005 0.001536 -0.001024 0.0719 0.0083 -0.0491 2.133 -2.131 81.32 D22Z81P 0.0009307 0.00516 -0.00143 -0.0269 -0.0508 -0.7855 -2.132 -2.127 81.32 D23Z86P 0.0006154 0.00208 -0.0003809 -0.0068 -0.0278 -0.6836 -1.826 -1.824 85.87 D24Z86P 4.546e-005 -0.001367 5.428e-005 0.0117 -0.0301 -0.0535 1.827 -1.828 85.88 D25Z90P -0.001198 -0.001286 0.001126 0.0177 0.0336 -0.0598 1.575 -1.578 89.6 D26Z90P 0.001466 0.0001935 0.0008394 0.0139 -0.0936 -0.5950 -1.575 -1.576 89.6 D27Z93P -0.0001338 0.000523 0.002602 -0.1436 0.0995 -0.5113 -1.325 -1.324 93.34 D28Z50P 0.0003647 0.02963 -0.003053 -0.0105 -0.1097 -1.4954 -4.214 -4.185 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0005918 940.4 -63.22 0.0000 0.0000 0.0000 3.522 933.3 -54.63 D31Z19P -0.000158 0.0125 -0.0008866 -0.0145 -0.0009 -0.0132 6.34 -6.328 18.73 D32Z26P -0.0005452 877.2 -58.98 0.0000 0.0000 0.0000 2.532 871.4 -32.69 D33Z26P -0.0005492 0.01771 -0.001492 -0.0238 -0.0009 -0.0188 5.832 -5.815 26.28 D34Z13P -0.0005035 0.01339 -0.001031 0.0145 0.0036 -0.0080 6.703 -6.69 13.34 D35Z31P -0.0001317 0.01779 -0.001612 0.0127 0.0052 -0.0200 5.494 -5.477 31.32 D36Z36P 0.0001637 0.01792 -0.001702 -0.0266 -0.0043 -0.0253 5.158 -5.14 36.32 D37Z45P -0.0006632 0.02578 -0.00271 -0.0387 -0.0006 -0.0318 4.603 -4.577 44.57 D38Z45P -0.0006638 923.2 -62.07 0.0000 0.0000 0.0000 2.383 918.6 -17.5 D39Z50P 0.0002865 0.02424 -0.002827 0.0909 0.0098 -0.0276 4.215 -4.19 50.35 D40Z113P 2.013e-007 0.1488 0.009826 -0.5506 0.0104 -0.2162 -1.325 -1.176 113.3 D41Z113P -0.0001483 0.1494 0.009789 -0.5540 -0.0057 -0.0005 1.325 -1.176 113.3 D42Z110P -0.0001515 0.1174 0.009107 -0.5277 -0.0110 -0.2653 -1.325 -1.208 109.9
17:07:07 03/17/10 Designed by
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P -0.0003409 D44Z107P -0.000208 D45Z107P -0.0003009 D46Z103P -0.000195 D47Z103P -0.00034 D48Z100P -0.0001255 D49Z100P -0.0003506 D50Z97P 0.0001021 D51Z97P -0.0003907 D52Z95P 0.002675 D53Z98P 0.0001947 D54Z102P 0.0008188 D55Z105P -0.0004028 D56Z108P 0.0003196 D57Z112P -0.0003271 D58Z115P 0.0003319 D59Z95P -0.002869 D60Z98P -0.0005981 D61Z102P -0.001333 D62Z105P -0.0001313 D63Z108P -0.0008117 D64Z112P -5.71e-005 D65Z115P -0.0006669 D66Z117P -0.0003569 D67Z118P -0.000413 D68Z118P 1.709e-005 D69Z117P 1.171e-005 D70Z119P -0.0004945 D71Z119P -0.0004643 D72Z121P -0.0001576 D73Z121P -0.0002574 D74Z122P -7.487e-005 D75Z122P -0.0001309 D76Z124P 0.0001635 D77Z124P 0.0001182 D78Z125P 0.000263 D79Z125P 0.0002371 D80Z126P 0.0004962 D81Z126P 0.0004646 D82Z128P 0.0005374 D83Z128P 0.0007749 D84Z131P 0.001099 D85Z131P 0.001154 D86Z129P 0.0007439 D87Z130P 0.001236 D88Z130P 0.0007185 D89Z129P 0.0008991 D90Z141P 0.00088 D91Z141P 0.0008804 D92Z131P 0.0009898 D93Z132P 0.001067 D94Z133P 0.0009783
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.5149 -0.002987 -0.000514 0.0006126 0.004457 0.006446 0.05907 0 0.0006432 940.4 1000 877.2 1000 923.2 1000 0.02234 0.02828 0.0114 0.006205 0.00164 0.0001557 940.4 0.01483 0 0.01651 877.2 0.0227 0.01708 0.0235 0.02377 0.0309 923.2 0.02961 0.1488 0.1174 0.08829 0.06142 0.03733 0.01703 0.02578 0.07423 0.1327 0.009574 0.04947 0.1027 0.1648 0.1828 0.1925 0.2091 0.2268 0.2446 0.2629
-0.008717 -0.00594 -0.004166 -0.003202 -0.002185 -0.001631 0.002009 0 -0.006056 63.22 116.9 58.98 108.2 62.07 114.5 -0.0004656 -0.0002927 -0.001213 -0.002092 -0.003217 -0.004381 63.22 0.0001236 0 -0.0007438 58.98 -0.0006349 -0.0001315 -0.0007384 -0.0008704 -0.0002383 62.07 -0.0002465 -0.01402 -0.0132 -0.01221 -0.011 -0.009581 -0.007885 -0.008835 -0.01167 -0.01366 -0.006934 -0.01033 -0.01275 -0.01439 -0.01124 -0.009604 -0.009924 -0.01025 -0.01048 -0.01072
-1.0368 -0.0137 0.0061 0.0351 0.0705 0.0077 0.1199 0.0000 -0.2404 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3109 -0.2557 -0.0255 0.0209 0.0075 0.0533 0.0000 -0.1189 0.0000 -0.0837 0.0000 -0.1108 -0.0426 -0.0740 -0.1010 -0.1058 0.0000 0.0218 -0.5593 -0.5153 -0.4958 -0.4213 -0.4206 -0.2562 -0.3561 -0.4660 -0.5434 -0.2989 -0.4133 -0.5018 -0.5376 -0.5280 -0.5999 -0.7083 -0.7151 -0.7267 -0.7520
17:07:07 03/17/10
0.0066 -0.0420 0.0246 0.0006 -0.0011 0.0127 -0.0068 0.0000 -0.2123 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0381 0.0557 0.0379 0.0374 0.0049 0.1045 0.0000 0.0342 0.0000 0.0646 0.0000 0.0770 0.0434 0.0772 0.0725 0.0665 0.0000 0.0651 -0.0098 0.0185 -0.0205 0.0497 -0.0824 0.1875 -0.0125 -0.0036 -0.0003 0.0034 0.0103 0.0003 -0.0069 0.0581 -0.0001 -0.0204 0.0026 -0.0015 -0.0003
0.0944 -0.0192 -0.0128 -0.0117 -0.0086 -0.0108 -0.0029 0.0000 -0.2851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.6818 -0.8305 -0.5494 -0.4640 -0.3978 -0.3390 0.0000 -0.5700 0.0000 -0.9656 0.0000 -1.1434 -0.7674 -1.1969 -1.1212 -0.9988 0.0000 -0.9217 -0.1015 -0.1321 -0.1627 -0.1933 -0.2239 -0.2545 -0.2392 -0.1780 -0.1168 -0.2697 -0.2086 -0.1474 -0.0862 -0.0692 -0.0637 -0.0641 -0.0646 -0.0651 -0.0655
0.3511 1.438 1.694 1.967 2.315 2.759 3.404 1.9e-015 -1.325 3.522 -0.0001161 2.532 -0.0006636 2.383 -0.001132 -3.032 -3.884 -2.536 -2.134 -1.828 -1.578 -3.522 -7.022 -7.6 -6.341 -2.533 -5.833 -6.703 -5.495 -5.159 -4.605 -2.385 -4.216 -1.324 -1.324 -1.324 -1.325 -1.325 -1.325 -1.323 -1.324 -1.324 -1.33 -1.326 -1.325 -1.325 -0.901 -0.6889 -0.6896 -0.6896 -0.6897 -0.6896
0.8649 1.437 1.692 1.968 2.32 2.767 3.464 1.325 1.326 947.4 1007 883.1 1005 927.8 1004 3.054 3.911 2.545 2.139 1.828 1.577 947.4 7.037 7.6 6.357 883.1 5.856 6.72 5.518 5.182 4.634 927.8 4.244 1.474 1.442 1.413 1.386 1.362 1.342 1.351 1.399 1.458 1.335 1.374 1.428 1.49 1.084 0.8825 0.8991 0.9168 0.9346 0.9529
139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 71.81 130.3 85.26 139.5 106.6 164.9 67.95 55.28 75.35 81.32 85.87 89.59 71.81 8.59 0 18.73 85.26 26.28 13.34 31.32 36.32 44.57 106.6 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6
Helman O. Mozo
Page
Job
321 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P 0.0002996 D258Z126P 0.0003378 D259Z128P 0.0002117 D260Z131P 0.000136 D261Z129P 0.0001878 D262Z130P -9.529e-005 D263Z141P 0.001199 D264Z131P 2.647e-005 D265Z133P 0.0001639 D266Z134P 0.0003132 D267Z135P 0.0004572 D268Z136P 0.0005961 D269Z137P 0.0007344 D270Z138P 0.0008722 D271Z139P 0.001006 D272Z140P 0.001135 D273Z132P 0.0001432 D274Z133P 0.0002839 D275Z134P 0.000417 D276Z135P 0.0005494 D277Z136P 0.0006805 D278Z138P 0.0008116 D279Z139P 0.0009422 D280Z140P 0.001071 D281Z92P 0.002034 D282Z88P -0.002192 D283Z84P -0.001064 D284Z79P -0.001638 D285Z72P -0.001653 D286Z62P -0.0009834 D287Z93P 0 D288Z9P 940.3 D289Z13P 141.3 D290Z26P 877.2 D291Z31P 144.6 D292Z45P 923.2 D293Z50P 143.1 D294Z9P -940.3 D295Z26P -877.2 D296Z45P -923.2 D297Z131P 0.001049 D298Z133P 0.001064 D299Z134P 0.00103 D300Z135P 0.001008 D301Z136P 0.0009833 D302Z137P 0.0009599 D303Z138P 0.0009365 D304Z139P 0.0009136 D305Z140P 0.0008911
0.2818 0.3007 0.32 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4351 0.4549 0.4749 0.4949 0.5149 -0.002031 0.001585 0.004227 0.009399 0.01187 0.06192 0 0.0147 0.01455 0.02264 0.02329 0.03086 0.02955 0.015 0.02346 0.03133 0.3693 0.3873 0.4061 0.4254 0.445 0.4649 0.4849 0.5049 0.5248
-0.01089 -0.01107 -0.01119 -0.007481 -0.01001 -0.00875 -0.008638 -0.007656 -0.007966 -0.008203 -0.008373 -0.008494 -0.008575 -0.008619 -0.008635 -0.008637 -0.00783 -0.008103 -0.008303 -0.008444 -0.008544 -0.008606 -0.008633 -0.008637 -0.005635 -0.003727 -0.002673 -0.001626 -0.001156 0.002092 0 -63.22 -9.497 -58.98 -9.724 -62.07 -9.623 63.22 58.97 62.06 0.003056 0.003342 0.003556 0.003703 0.00381 0.003879 0.003913 0.003916 0.003917
-0.7623 -0.7702 -0.7756 -0.8616 -0.7617 -0.8040 -1.0272 -0.9053 -0.9509 -0.9881 -1.0026 -1.0210 -1.0320 -1.0382 -1.0283 -1.0283 -0.9320 -0.9712 -0.9967 -1.0118 -1.0273 -1.0366 -1.0336 -1.0277 -0.0067 -0.0118 0.0398 0.0285 -0.0162 0.0590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.9094 -0.9517 -0.9903 -1.0003 -1.0208 -1.0323 -1.0405 -1.0260 -1.0278
Joint Support Reactions for Load Case "COMBO 2-4":
17:07:07 03/17/10
-0.0011 -0.0009 -0.0061 -0.0072 -0.0009 0.0121 0.0067 0.0002 0.0067 0.0063 0.0064 0.0065 0.0065 0.0065 0.0066 0.0066 0.0088 0.0083 0.0079 0.0075 0.0075 0.0074 0.0071 0.0067 0.0752 0.0101 0.0376 0.0403 0.0322 0.0540 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 -0.0016 -0.0012 -0.0013 -0.0012 -0.0012 -0.0012 -0.0012 -0.0012
-0.0660 -0.0665 -0.0669 -0.0459 -0.0642 -0.0541 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.0459 -0.3068 -0.3666 -0.4289 -0.5048 -0.6004 -0.7462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611 -0.1611
-0.6897 0.9718 125.1 -0.6897 0.9907 126.5 -0.6898 1.01 127.9 -0.3499 0.7108 130.9 -0.5765 0.9096 128.9 -0.4634 0.8099 129.9 -0.3488 0.8848 140.9 -0.35 0.7193 131.4 -0.3498 0.7373 132.5 -0.3497 0.7561 133.7 -0.3495 0.7754 134.8 -0.3494 0.795 135.9 -0.3493 0.8149 137 -0.3491 0.8349 138.1 -0.349 0.8549 139.2 -0.3489 0.8748 140.3 -0.3499 0.7282 132 -0.3497 0.7466 133.1 -0.3496 0.7657 134.2 -0.3495 0.7851 135.3 -0.3493 0.8049 136.4 -0.3492 0.8249 137.5 -0.3491 0.8449 138.6 -0.3489 0.8649 139.8 -1.438 1.438 91.62 -1.694 1.694 87.87 -1.969 1.972 83.77 -2.318 2.325 78.6 -2.762 2.772 71.98 -3.406 3.467 62.4 -1.325 1.457e-011 93.33 933.3 3.537 -54.63 134.6 0.01455 3.843 871.4 2.555 -32.69 139.1 0.02329 21.6 918.6 2.414 -17.49 138.9 0.02955 40.73 -947.4 -3.507 71.81 -883.1 -2.509 85.26 -927.8 -2.352 106.6 -0.349 0.01935 131.4 -0.3489 0.03732 132.6 -0.349 0.05611 133.7 -0.349 0.07539 134.8 -0.349 0.09499 135.9 -0.349 0.1149 137 -0.3491 0.1349 138.1 -0.3491 0.1549 139.2 -0.3491 0.1748 140.3
Helman O. Mozo
Page
Job
322 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P 1.84 0.0 -0.58 0.0 -90.80 0.0 0.0 90.82 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -4.10 0.0 -37.59 0.0 -71.62 0.0 0.0 80.99 0.0 3.61 0.0 1.3 0.0 3.57 0.0 0.0 D29Z0P 3.53 0.0 -29.15 0.0 -47.36 0.0 0.0 55.73 0.0 2.65 0.0 -0.7 0.0 0.26 0.0 0.0 D137Z93P -0.00 0.0 -150.68 0.0 35.30 0.0 0.0 154.76 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -14.58 0.0 -42.21 0.0 168.14 0.0 0.0 173.97 0.0 2.75 0.0 1.0 0.0 0.26 0.0 0.0 D212Z93P -1.19 0.0 -0.58 0.0 182.39 0.0 0.0 182.39 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 18.13 0.0 -52.10 0.0 210.02 0.0 0.0 217.14 0.0 3.54 0.0 -1.4 0.0 3.07 0.0 0.0 D287Z93P -0.00 0.0 -167.36 0.0 35.76 0.0 0.0 171.14 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.5807 -0.6493 -1.8385 -0.0000 91.4476 0.0000 0.0000 0.0000 D1Z93P 0.0000 1.2532 -1.3966 0.0000 -1.2532 1.3966 0.0001 0.0004 0.0028 D2Z0P 0.0000 1.8892 -2.1105 4.0989 35.7011 73.7311 0.0000 0.0000 0.0000 D3Z9P 0.0000 1.8892 -2.1105 0.0000 -0.9488 2.0473 0.0000 940.3608 -63.2214 D4Z13P 0.0000 1.8892 -2.1105 -0.0000 0.1328 1.9746 -0.0003 1000.0000 -135.9384 D5Z19P -0.5646 6.8774 -6.4779 0.5646 -6.8774 6.4779 -0.0002 0.0161 -0.0009 D6Z26P 0.0000 1.7624 -2.1608 0.0000 -0.8852 2.1018 0.0002 877.2482 -58.9784 D7Z31P 0.0000 1.7624 -2.1608 -0.0000 0.1367 2.0331 -0.0001 1000.0000 -127.6778 D8Z26P -0.5727 5.0342 -4.3674 0.5727 -5.0342 4.3674 0.0002 0.0236 -0.0017 D9Z13P -0.1455 2.7205 -3.2337 0.1455 -2.7205 3.2337 -0.0001 0.0169 -0.0011 D10Z31P -0.9159 6.9952 -5.7608 0.9159 -6.9951 5.7608 -0.0001 0.0237 -0.0018 D11Z36P 0.0000 5.0732 -4.6139 -0.0000 -5.0731 4.6139 -0.0002 0.0235 -0.0019 D12Z45P 0.0000 1.8548 -2.1381 0.0000 -1.8547 2.1381 0.0011 0.0314 -0.0029 D13Z45P 0.0000 1.8548 -2.1381 0.0000 -0.9315 2.0761 0.0011 923.2267 -62.0704 D14Z50P 0.0000 1.8548 -2.1381 0.0000 0.1348 2.0044 0.0003 1000.0000 -133.7583 D15Z55P 0.0000 4.4539 -5.1309 0.0000 -4.4539 5.1309 0.0001 0.0282 -0.0031 D16Z68P 0.0000 9.9102 -4.7479 0.0000 -9.9102 4.7479 0.0012 0.0163 -0.0028 D17Z68P 0.0000 9.9102 -4.7479 -0.0000 -9.9102 4.7479 -0.0000 0.0218 -0.0031 D18Z55P 0.0000 10.1865 -5.4729 0.0000 -10.1865 5.4729 0.0008 0.0231 -0.0029 D19Z75P 0.0000 2.4632 -2.6067 0.0000 -2.4632 2.6067 0.0000 0.0068 -0.0020 D20Z75P 0.0000 8.5800 -2.9487 0.0000 -8.5799 2.9487 0.0012 0.0134 -0.0026 D21Z81P 0.0000 2.0041 -2.1115 0.0000 -2.0041 2.1115 0.0001 0.0015 -0.0010 D22Z81P 0.0000 2.0041 -2.1115 0.0000 -2.0041 2.1115 0.0009 0.0052 -0.0014 D23Z86P 0.0000 1.5665 -1.6721 0.0000 -1.5665 1.6721 0.0006 0.0021 -0.0004 D24Z86P 0.0000 1.5665 -1.6721 0.0000 -1.5665 1.6721 0.0000 -0.0014 0.0001 D25Z90P 0.0000 1.3723 -1.5014 -0.0000 -1.3724 1.5014 -0.0012 -0.0013 0.0011 D26Z90P 0.0000 1.3723 -1.5014 0.0000 -1.3723 1.5014 0.0015 0.0002 0.0008 D27Z93P 0.0000 1.2532 -1.3966 -0.0000 -1.2532 1.3966 -0.0001 0.0005 0.0026 D28Z50P 0.0000 1.8548 -2.1381 0.0000 -1.8547 2.1381 0.0004 0.0296 -0.0031 D29Z0P 0.0000 1.8892 -2.1105 -3.5309 27.2559 49.4750 0.0000 0.0000 0.0000 D30Z9P 0.0000 1.8892 -2.1105 -0.0000 -0.9488 2.0473 -0.0006 940.3596 -63.2215 D31Z19P 0.0000 3.6516 -4.2713 -0.0000 -3.6516 4.2713 -0.0002 0.0125 -0.0009
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
323 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1.7624 1.7624 1.8892 1.7624 3.6172 1.8548 1.8548 1.8548 0.6493 0.6493 0.6452 0.6452 0.6683 0.6683 0.6639 0.6639 0.6325 0.6325 0.5807 0.5807 0.5807 1.2132 1.2963 3.1414 1.3135 1.2945 1.2390 0.5807 1.2132 1.2963 3.1414 1.3135 1.2945 1.2390 0.5897 0.8747 0.8747 0.5897 0.5708 0.5708 3.6161 3.6161 0.5736 0.5736 0.5669 0.5669 3.6264 3.6264 0.5615 0.5615 0.5244 0.5244
-2.1608 -2.1608 -2.1105 -2.1608 -4.2989 -2.1381 -2.1381 -2.1381 -0.6965 -0.6965 -0.6965 -0.6965 -0.7437 -0.7437 -0.7437 -0.7437 -0.6965 -0.6965 -0.6493 -0.6493 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6962 -1.1453 -1.1453 -0.6962 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331
-0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
-0.8852 -1.7624 -1.8892 -1.7624 -3.6172 -1.8547 -0.9315 -1.8547 -0.6491 -0.6491 -0.6451 -0.6451 -0.6682 -0.6682 -0.6638 -0.6638 -0.6324 -0.6324 -0.5807 -0.5807 -0.5807 -1.2131 -1.2963 -3.1413 -1.3134 -1.2944 -1.2388 -0.5807 -1.2131 -1.2963 -3.1413 -1.3134 -1.2944 -1.2388 -0.5895 -0.8745 -0.8745 -0.5895 -0.5706 -0.5706 -3.6159 -3.6159 -0.5734 -0.5734 -0.5666 -0.5666 -3.6261 -3.6261 -0.5612 -0.5612 -0.5241 -0.5241
2.1018 2.1608 2.1105 2.1608 4.2989 2.1381 2.0761 2.1381 0.6966 0.6966 0.6966 0.6966 0.7437 0.7437 0.7437 0.7437 0.6966 0.6966 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3928 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3928 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8706 1.8706 0.8446 0.8446 0.6331 0.6331
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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1.2945 0.5807 1.2963 1.3135 1.2390 0.5897 0.8747 0.5708 3.6161 0.5736 0.5669 3.6264 0.5615 0.5244 0.3342 0.2434 0.2434 0.0977 0.0908 0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977 0.1818 0.1821 3.0405 0.1827 0.1830 0.1834 3.0614 0.1897 0.6725 4.6444 4.7718 1.1374 1.3258 8.4784 0.5807 1.8892 1.8892 1.7624 1.7624 1.8548 1.8548 1.8892 1.7624 1.8548 0.0908
-1.3931 -0.6493 -1.4403 -1.4403 -1.3927 -0.6962 -1.1453 -0.8813 -1.8904 -0.8644 -0.8545 -1.8706 -0.8446 -0.6331 -0.2976 -0.2108 -0.2108 -0.0929 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -1.0961 -1.2600 -1.1935 -1.4132 -3.3347 -0.6493 -2.1105 -2.1105 -2.1608 -2.1608 -2.1381 -2.1381 -2.1105 -2.1608 -2.1381 -0.0868
0.0000 -1.2944 -0.0000 -0.5807 -0.0000 -1.2963 -0.0000 -1.3134 0.0000 -1.2388 0.0000 -0.5895 0.0000 -0.8745 0.0000 -0.5706 0.0000 -3.6159 0.0000 -0.5734 0.0000 -0.5666 0.0000 -3.6261 0.0000 -0.5612 0.0000 -0.5241 0.0000 -0.3338 0.0000 -0.2430 -0.0000 -0.2430 0.0000 -0.0972 0.0000 -0.0904 0.0000 -0.0906 0.0000 -0.0907 0.0000 -0.0909 0.0000 -0.0910 0.0000 -0.0911 0.0000 -0.0913 0.0000 -0.0914 0.0000 -0.0972 0.0000 -0.1814 0.0000 -0.1817 0.0000 -3.0401 0.0000 -0.1823 0.0000 -0.1826 0.0000 -0.1829 0.0000 -3.0609 0.0000 -0.1891 0.0000 -0.6725 -0.0000 -4.6444 -0.0000 -4.7718 -0.0000 -1.1374 -0.0000 -1.3258 -0.0000 -8.4783 -0.0000 166.7783 0.9403 -1.8892 0.1413 -1.8892 0.8772 -1.7624 0.1446 -1.7624 0.9232 -1.8547 0.1431 -1.8547 -0.9403 -1.8892 -0.8772 -1.7624 -0.9232 -1.8547 0.0000 -0.0904
17:07:07 03/17/10
1.3931 0.0006 0.6493 -0.0053 1.4403 -0.0013 1.4403 -0.0001 1.3927 0.0002 0.6962 0.0006 1.1453 0.0011 0.8813 0.0004 1.8904 0.0004 0.8644 0.0003 0.8545 0.0004 1.8705 0.0003 0.8445 0.0003 0.6331 0.0002 0.2976 0.0001 0.2108 0.0002 0.2108 -0.0001 0.0929 0.0012 0.0868 0.0000 0.0868 0.0002 0.0868 0.0003 0.0868 0.0005 0.0868 0.0006 0.0868 0.0007 0.0868 0.0009 0.0868 0.0010 0.0929 0.0011 0.1735 0.0001 0.1735 0.0003 1.1023 0.0004 0.1735 0.0005 0.1735 0.0007 0.1735 0.0008 1.1023 0.0009 0.1797 0.0011 0.7473 0.0020 1.0961 -0.0022 1.2600 -0.0011 1.1935 -0.0016 1.4132 -0.0017 3.3347 -0.0010 -35.1124 0.0000 2.0473 940.3460 2.1011 141.2557 2.1018 877.2247 2.1511 144.6179 2.0761 923.1943 2.1285 143.1027 2.1738 -940.3457 2.2198 -877.2244 2.2002 -923.1942 0.0868 0.0010
0.1327 0.0096 0.0495 0.1027 0.1648 0.1828 0.1925 0.2091 0.2268 0.2446 0.2629 0.2818 0.3007 0.3200 0.3608 0.3329 0.3465 0.5348 0.3693 0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248 0.3782 0.3966 0.4157 0.4351 0.4549 0.4749 0.4949 0.5149 -0.0020 0.0016 0.0042 0.0094 0.0119 0.0619 0.0000 0.0147 0.0145 0.0226 0.0233 0.0309 0.0295 0.0150 0.0235 0.0313 0.3693
-0.0137 -0.0069 -0.0103 -0.0127 -0.0144 -0.0112 -0.0096 -0.0099 -0.0102 -0.0105 -0.0107 -0.0109 -0.0111 -0.0112 -0.0075 -0.0100 -0.0087 -0.0086 -0.0077 -0.0080 -0.0082 -0.0084 -0.0085 -0.0086 -0.0086 -0.0086 -0.0086 -0.0078 -0.0081 -0.0083 -0.0084 -0.0085 -0.0086 -0.0086 -0.0086 -0.0056 -0.0037 -0.0027 -0.0016 -0.0012 0.0021 0.0000 -63.2175 -9.4972 -58.9767 -9.7240 -62.0674 -9.6226 63.2167 58.9741 62.0641 0.0031
Helman O. Mozo
Page
Job
328 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0910 0.0911 0.0913 0.0914 0.0916 0.0918 0.0919 0.0977
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0906 -0.0907 -0.0909 -0.0910 -0.0911 -0.0913 -0.0914 -0.0972
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P -32.94 7612.04 2005.20 -2690.46 -424.81 2868.65 921.16 D128P -32.94 2690.46 424.82 2054.38 2426.17 2324.51 1396.70 D129P -32.94 -980.25 -820.43 -1395.52 -47.52 -1184.51 -432.74 D130P -32.94 312.40 102.27 -763.67 1342.47 -183.31 586.85 D131P -32.93 -1094.22 1039.27 326.66 -1250.26 -235.71 -64.79 D132P -32.93 366.46 -1746.51 -5516.03 9127.49 -1271.83 1822.94 D133P -32.93 5516.03 -9127.49 8232.75 -14845.18 2464.11 -4296.47 D134P -32.93 -971.67 -1994.88 -5098.32 -9198.82 -1225.71 -2260.34 D135P -32.93 -971.67 1994.88 554.46 -530.41 -71.86 252.23 D136P -32.93 -554.46 530.41 -617.87 775.70 -141.38 157.51 D137P -32.93 617.87 -775.70 2.68 -30.65 123.55 -160.55 D138P -32.93 -2.68 30.65 529.96 -700.94 104.25 -132.53 D139P -32.93 -529.96 700.94 -607.78 862.08 -150.02 206.09 D140P -32.93 607.78 -862.08 216.30 -291.82 152.06 -212.92 D141P -32.93 -216.30 291.82 894.12 -1519.04 142.06 -257.20 D142P -32.93 -894.12 1519.04 -1374.90 2380.90 -262.96 451.97 D143P 157.00 -5395.60 -18532.71 -1165.41 -9521.32 -3952.42 -16900.02 D144P 245.42 322.46 2433.16 -5997.64 -698.95 -5362.95 1638.81 D145P 157.00 -3968.80 6796.26 5395.59 18532.71 856.93 15212.59 D146P 157.00 1165.41 9521.32 -793.52 -38.25 224.03 5712.69 D147P 157.00 252.30 5157.69 235.68 2452.64 293.96 4584.54 D148P 157.00 -29.53 2604.98 877.71 1709.07 510.95 2598.83 D149P 37.68 -382.03 -646.46 -878.96 -732.73 -887.57 -970.77 D150P 37.68 103.49 -3187.99 -4764.11 -3717.84 -3280.48 -4860.82 D151P -12.03 -499.24 -311.13 -365.07 -131.00 -858.99 -439.41 D152P 0.00 -483.83 590.60 266.72 675.76 -391.57 2284.01 D153P 0.00 -43.52 103.66 17.80 76.40 -46.38 324.75 D154P 245.42 322.45 -2433.16 1887.79 277.14 1044.32 -1018.70 D155P -32.93 5098.33 9198.83 8232.75 14845.18 1865.13 3363.96 D156P -32.93 -326.66 1250.26 -366.46 1746.51 -204.80 885.46 D157P -32.93 763.67 -1342.47 1094.22 -1039.27 677.93 -869.07 D158P -32.94 1395.52 47.52 -312.40 -102.27 513.65 -25.97 D159P -32.94 -2054.38 -2426.17 980.25 820.43 -620.50 -927.60 D160P 157.00 793.51 38.25 1124.79 -2901.08 1155.60 -1724.60 D161P 157.00 -1124.79 2901.08 2500.30 7229.50 828.62 6102.76 D162P 157.00 -2500.31 -7229.50 -252.30 -5157.69 -1658.20 -7462.16 D163P 157.00 -235.68 -2452.64 330.92 -3200.36 57.37 -3405.42
0.0011 0.0010 0.0010 0.0010 0.0010 0.0009 0.0009 0.0009
0.3873 0.4061 0.4254 0.4450 0.4649 0.4849 0.5049 0.5248
0.0033 0.0036 0.0037 0.0038 0.0039 0.0039 0.0039 0.0039
Helman O. Mozo
Page
Job
329 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
157.00 -330.93 3200.36 1260.84 4026.56 560.19 4353.57 157.00 -1260.84 -4026.56 29.52 -2604.98 -741.76 -3994.90 157.00 -877.72 -1709.07 -302.56 -2657.87 -711.01 -2630.69 157.00 302.55 2657.87 -1097.82 1571.92 -479.08 2548.06 37.68 257.97 1199.57 -103.50 3187.99 108.73 3088.28 37.68 284.51 -822.18 -257.99 -1199.57 18.67 -1423.05 37.68 878.95 732.73 -284.52 822.18 418.40 1094.45 37.68 723.26 638.56 382.01 646.46 777.97 904.49 37.68 -571.57 -134.47 -723.28 -638.56 -911.41 -544.11 -12.03 365.08 131.01 231.03 -532.27 592.44 -398.79 -12.03 -231.02 532.28 -759.72 74.55 -984.66 603.09 0.00 -99.80 431.24 103.79 368.95 7.20 1443.23 0.00 -158.04 324.03 73.37 269.58 -152.72 1070.64 0.00 -39.02 228.67 35.98 190.69 -5.50 756.35 0.00 -83.34 160.68 38.19 131.39 -81.45 526.78 0.00 -42.65 50.57 -22.67 25.70 -117.82 137.57 0.00 37.35 13.48 -32.02 2.84 9.61 29.42 0.00 -24.03 0.66 -14.96 -0.50 -70.31 0.28 0.00 -266.74 -675.76 99.78 -431.24 -301.13 -1996.60 0.00 -103.81 -368.95 158.02 -324.03 97.79 -1249.86 0.00 -73.38 -269.58 39.01 -228.67 -62.00 -898.64 0.00 -35.99 -190.69 83.33 -160.68 85.37 -633.73 0.00 -38.20 -131.39 43.50 -103.66 9.55 -423.93 0.00 -17.82 -76.40 42.64 -50.57 44.76 -229.01 0.00 22.65 -25.70 -37.37 -13.48 -26.55 -70.67 0.00 32.00 -2.84 24.01 -0.66 101.02 -6.30 0.00 14.94 0.50 -0.02 0.00 26.91 0.90 -8.48 -13013.67 2229.75 5567.78 -183.98 -4339.99 1192.42 -8.48 -5567.78 183.98 -2469.14 3220.69 -3937.31 1667.96 -8.48 2896.24 625.38 2958.18 1505.32 2918.89 1062.32 -8.48 1425.62 2040.15 1432.22 2127.30 1160.85 1692.82 -8.48 581.62 686.22 -735.09 -1410.25 -47.13 -222.34 -8.48 -569.79 -1645.24 5368.03 9096.45 1185.06 1840.28 -8.48 -5368.04 -9096.46 -8183.20 -14835.13 -2428.70 -4289.11 -8.48 1099.20 -2041.26 5113.17 -9277.82 1254.46 -2285.65 -8.48 1099.20 2041.26 -351.57 -557.80 128.77 255.50 -8.48 351.57 557.80 444.70 786.35 96.03 162.10 -8.48 -444.70 -786.35 -54.88 -31.56 -99.47 -162.85 -8.48 54.88 31.56 -247.29 -752.09 -38.04 -142.46 -8.48 247.29 752.09 353.50 993.29 79.22 230.14 -8.48 -353.50 -993.29 -209.12 -297.38 -103.82 -238.16 -8.48 209.12 297.38 -735.58 -1782.56 -110.34 -311.27 -8.48 735.58 1782.56 1220.63 2684.79 226.71 517.73 202.61 4539.98 34123.50 1958.58 14931.09 3914.80 29550.96 629.74 -39.51 1341.32 5295.32 -2205.08 4966.65 -816.24 202.61 -7631.90 -10772.22 -4539.98 -34123.50 -7310.44 -26964.39 202.61 -1958.59 -14931.09 3452.11 5938.96 899.71 -5416.95 202.61 -953.10 -6856.77 1476.97 -1344.79 315.58 -4940.70 202.61 -585.84 -3313.24 1103.44 -1425.09 311.81 -2854.42 -19.73 -1.03 -606.84 -594.30 -827.09 -419.04 -1009.30 -19.73 -300.99 -624.39 -5365.87 2122.85 -3988.74 1054.72 31.49 334.62 319.00 268.26 153.77 599.17 469.87
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
330 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P -0.03 -648.69 D334P -0.01 -35.05 D335P 629.74 -39.51 D336P -8.48 -5113.17 D337P -8.48 735.09 D338P -8.48 -1432.22 D339P -8.48 -2958.18 D340P -8.48 2469.14 D341P 202.61 -3452.12 D342P 202.61 -101.07 D343P 202.61 607.57 D344P 202.61 -1476.98 D345P 202.61 -111.85 D346P 202.61 -130.48 D347P 202.61 -1103.45 D348P 202.61 513.67 D349P -19.73 150.99 D350P -19.73 536.19 D351P -19.73 594.29 D352P -19.73 182.38 D353P -19.72 -10.39 D354P 31.50 -268.27 D355P 31.50 219.33 D356P -0.03 -188.83 D357P -0.02 -109.93 D358P -0.02 70.18 D359P -0.02 -47.06 D360P -0.01 -5.56 D361P -0.01 157.13 D362P -0.00 18.76 D363P -0.03 -14.26 D364P -0.02 -132.72 D365P -0.02 -149.38 D366P -0.02 -122.54 D367P -0.01 -49.66 D368P -0.01 -30.47 D369P -0.01 -65.74 D370P -0.00 -58.99 D371P -0.00 -3.02 D489P 744.75 -13562.52 D490P 744.76 -5669.12 D491P 744.77 2932.97 D492P 744.79 1427.29 D493P 744.80 696.73 D494P 744.82 -466.84 D495P 744.83 -4740.69 D496P 744.86 977.88 D497P 744.88 977.88 D498P 744.90 399.29 D499P 744.92 -482.44 D500P -508.36 83.10 D501P -1200.47 380.66
-368.74 0.21 -1341.31 9277.83 1410.25 -2127.30 -1505.32 -3220.69 -5938.96 -1245.31 11047.86 1344.79 -3057.69 5262.99 1425.09 -2425.66 1095.26 -991.08 827.09 -142.54 462.85 -153.76 539.89 85.72 -20.31 4.57 -1.23 -0.23 -0.19 -0.13 -141.51 32.70 -7.87 1.67 -0.51 -0.01 -0.21 -0.16 -0.06 -2901.30 -727.97 -494.17 -2015.85 -866.81 1636.52 8400.74 1929.89 -1929.89 -571.65 797.18 -126.19 -997.86
14.25 141.51 -1144.29 30.46 0.01 -8.29 -2049.31 1419.03 -986.95 -8183.19 14835.13 -1860.28 569.79 1645.24 385.55 -581.62 -686.22 -734.83 -1425.62 -2040.15 -2078.93 -2896.24 -625.38 -246.73 101.07 1245.31 -2018.71 -607.58 -11047.86 -426.90 953.09 6856.77 940.16 111.84 3057.69 -822.37 130.47 -5262.99 11.21 585.83 3313.24 274.31 -513.68 2425.66 -974.18 -360.70 -2537.47 92.15 300.97 624.39 318.12 -151.00 -1095.26 271.13 -536.20 991.08 40.89 1.02 606.84 129.09 -182.39 142.54 -135.69 -219.34 -539.88 -484.61 719.42 -195.42 932.98 132.70 -32.70 -101.22 149.36 7.87 71.11 122.52 -1.67 347.57 49.64 0.51 4.65 65.72 0.21 108.50 58.97 0.16 389.76 3.00 0.06 39.24 188.81 -85.72 314.82 109.92 20.31 -41.12 -70.20 -4.57 -396.03 47.04 1.23 -136.17 35.03 -0.21 -26.37 5.54 0.23 -44.96 -157.14 0.19 -402.00 -18.77 0.13 -140.26 -0.02 -0.00 -5.48 5669.12 727.97 -4600.84 -2900.25 -2828.48 -4198.16 3378.40 -2242.99 3146.71 937.98 -1318.76 960.77 -399.72 844.72 91.21 4740.69 -8400.74 1055.54 -7419.19 14082.95 -2179.34 4646.78 8858.48 1135.78 -399.29 571.65 99.65 482.44 -797.18 106.33 -83.10 7.03 -112.60 -380.65 932.05 -58.83 503.51 -1250.08 116.58
17:07:07 03/17/10
-409.83 0.40 36.72 3373.61 902.81 -1026.62 -1681.37 -2221.79 -2827.50 -7405.53 10785.93 2652.09 -5012.46 5166.40 2319.73 -2989.84 1210.41 -1468.52 1279.76 326.81 426.11 -689.38 342.35 95.61 -22.43 5.23 -1.30 -0.04 -0.06 -0.11 -409.83 95.61 -22.43 5.23 -1.30 0.40 -0.04 -0.06 -0.11 -1266.77 -1742.31 -1364.69 -1354.52 -6.78 -1670.61 4029.61 2178.49 -233.93 -165.07 160.12 159.33 -296.40
Helman O. Mozo
Page
Job
331 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P -1882.84 D503P -2038.54 D504P -3391.73 D505P 466.79 D506P 124.46 D507P 466.79 D508P 466.78 D509P 466.77 D510P 466.76 D511P -12.84 D512P -12.84 D513P 16.61 D514P 0.01 D515P 0.01 D516P 124.46 D517P 744.85 D518P 744.81 D519P 744.79 D520P 744.78 D521P 744.76 D522P 466.78 D523P 466.77 D524P 466.77 D525P 466.76 D526P 466.76 D527P 466.76 D528P 466.75 D529P 466.75 D530P -12.84 D531P -12.84 D532P -12.84 D533P -12.84 D534P -12.84 D535P 16.61 D536P 16.61 D537P 0.01 D538P 0.01 D539P 0.01 D540P 0.01 D541P 0.00 D542P 0.00 D543P 0.00 D544P 0.01 D545P 0.01 D546P 0.01 D547P 0.01 D548P 0.01 D549P 0.01 D550P 0.00 D551P 0.00 D552P 0.00 D670P 1155.47
-503.51 1185.19 -270.67 380.95 -142.85 288.99 270.67 -395.75 -864.55 2007.05 -124.47 337.70 864.55 -2135.71 1486.17 -3220.35 272.43 -620.72 4349.19 -34208.35 2044.61 -14929.55 3851.68 -29601.14 -418.00 -2253.08 7365.64 -467.40 6565.40 -2570.80 -7497.99 11682.32 -4349.19 34208.35 -7115.43 27561.96 -2044.61 14929.55 3344.98 -6020.72 783.35 5366.76 -956.11 6889.46 1459.21 1311.15 303.07 4940.13 -550.04 3342.10 966.38 1380.22 250.81 2844.77 -337.64 -723.24 -814.30 -806.08 -810.82 -1076.45 127.39 -3567.50 -4866.40 -5550.19 -3335.65 -6417.68 458.33 183.61 361.25 92.47 814.55 274.39 -353.20 500.51 217.14 714.58 -245.39 2191.54 -43.65 123.02 17.86 94.62 -46.51 392.52 -417.99 2253.07 -2649.84 -1228.01 -1449.53 484.33 -4646.79 -8858.48 -7419.19 -14082.95 -1688.13 -3209.70 399.72 -844.72 466.84 -1636.52 256.04 -733.14 -937.98 1318.76 -696.73 866.81 -596.49 797.50 -3378.40 2242.99 -1427.29 2015.85 -2279.00 2019.67 2900.25 2828.48 -2932.97 494.18 -18.90 1919.42 -3344.98 6020.72 133.68 -1302.06 -1934.52 2842.57 -133.68 1302.06 -527.97 11016.12 -398.59 7420.59 527.96 -11016.12 956.10 -6889.46 894.01 -10786.50 -1459.21 -1311.15 146.20 -3080.93 -790.97 -2645.83 -146.21 3080.93 176.60 5250.14 18.31 5018.71 -176.61 -5250.14 550.03 -3342.10 224.95 -5176.05 -966.39 -1380.22 -106.05 -2375.99 -646.05 -2262.78 106.04 2375.99 -1065.76 2681.69 -578.14 3046.80 187.11 1323.72 -127.40 3567.50 42.02 3442.79 347.67 -922.86 -187.12 -1323.72 113.01 -1581.30 814.28 806.08 -347.68 922.86 328.43 1216.95 702.02 699.28 337.63 723.24 731.78 1001.28 -454.15 -194.04 -702.03 -699.28 -813.80 -628.78 -361.26 -92.48 -212.47 553.76 -570.21 458.45 212.46 -553.77 603.65 -102.84 811.10 -652.58 -131.26 464.33 115.53 404.54 -28.37 1567.11 -150.05 359.41 70.38 303.06 -143.69 1194.83 -41.05 256.59 36.72 213.47 -7.80 847.80 -82.81 182.40 37.98 151.92 -80.85 602.99 -42.64 67.64 -22.67 41.67 -117.80 197.15 37.35 24.10 -32.03 8.13 9.59 58.13 -24.01 4.81 -14.96 2.37 -70.29 12.95 -217.16 -714.58 131.24 -464.33 -154.95 -2126.29 -115.54 -404.54 150.04 -359.41 62.21 -1377.87 -70.40 -303.06 41.03 -256.59 -52.97 -1009.38 -36.74 -213.47 82.79 -182.40 83.06 -714.00 -38.00 -151.92 43.63 -123.02 10.15 -495.88 -17.88 -94.62 42.62 -67.64 44.63 -292.65 22.65 -41.67 -37.36 -24.10 -26.53 -118.62 32.01 -8.13 23.99 -4.81 101.00 -23.33 14.95 -2.37 -0.02 -0.00 26.93 -4.27 7793.41 -4225.06 -3098.81 970.01 2736.34 -1897.27
17:07:07 03/17/10 Designed by
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Page
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332 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
1155.48 1155.50 1155.53 1155.55 1155.59 1155.61 1155.65 1155.68 1155.71 1155.74 -1294.66 -2520.36 -3728.81 -3884.50 -3884.49 750.35 -99.91 750.36 750.35 750.32 750.30 65.55 65.56 -15.45 0.05 0.02 -99.91 1155.63 1155.57 1155.54 1155.51 1155.49 750.34 750.33 750.33 750.31 750.31 750.30 750.29 750.29 65.56 65.56 65.55 65.55 65.54 -15.46 -15.46 0.04 0.04 0.03 0.03 0.02
3098.82 -2462.30 -1874.38 100.29 -5150.54 7928.77 -933.38 -933.38 -588.74 649.69 12.92 -701.26 769.34 -255.54 -1034.19 -5627.31 -48.67 -2459.29 1060.51 216.17 2.01 48.19 -58.30 -241.45 -403.29 -22.28 -48.68 4931.05 2070.58 945.98 3044.47 -1375.96 727.02 -1105.17 -2487.32 -265.10 -341.79 -1293.52 -801.29 362.76 42.26 603.41 528.72 118.41 185.07 214.63 -132.05 -154.95 -87.79 88.86 -32.77 5.63
-970.01 -487.78 -2345.46 261.53 -3880.00 11646.25 1967.67 -1967.67 -550.75 789.18 -142.13 -1116.73 1166.72 -375.36 -1992.19 18712.21 -1060.31 -8562.26 -9484.46 -5197.31 -2800.62 -538.52 -517.31 -507.21 -265.56 0.14 1060.30 -9028.59 812.87 2001.70 1046.07 3873.42 -144.04 -2964.28 7208.89 2394.00 -3185.33 4115.26 1229.08 -1892.96 1079.94 -893.75 749.32 -129.79 526.54 192.25 -561.58 63.34 -14.91 3.29 -0.99 -0.15
1375.96 -3873.42 2192.21 -2372.81 -3044.47 -1046.07 -2745.56 -764.74 -945.98 -2001.70 -1145.63 -1765.82 -2070.58 -812.87 -605.05 -169.31 -7928.77 -11646.25 -3230.30 -3834.64 8271.87 14832.02 2903.54 4745.53 -4931.05 9028.59 -1184.20 2220.46 588.74 550.75 -59.36 -244.04 -649.69 -789.18 -149.35 -161.59 -12.92 -90.86 126.78 139.04 701.26 1000.19 141.21 169.66 -769.34 -1281.62 -193.91 -316.24 255.54 360.55 189.12 281.82 1034.19 1992.19 163.19 338.86 -1620.50 -3125.02 -307.66 -593.04 -1060.51 9484.46 -4028.81 16985.95 -6220.81 570.56 -5924.55 -462.80 5627.30 -18712.21 1902.71 -16381.07 -727.03 144.04 200.89 -5626.76 265.09 -2394.00 289.91 -4573.08 801.28 -1229.08 483.91 -2427.53 -528.73 -749.32 -338.24 -906.47 -4805.74 3991.82 -3423.66 2445.61 -214.62 -192.25 -453.27 -695.17 85.92 101.11 -572.41 -296.60 42.45 0.00 36.38 0.26 2168.10 -2991.14 1001.41 -912.30 8271.86 -14832.02 1847.20 -3338.31 5150.54 3880.00 2133.63 1386.61 -100.29 -261.53 308.58 634.97 1874.38 2345.46 2332.66 1608.37 2462.30 487.78 627.55 2519.36 1105.16 2964.28 1103.73 1698.94 2487.31 -7208.89 832.62 -6128.41 -216.18 5197.31 -1628.61 7473.62 341.79 3185.33 46.20 3361.04 1293.51 -4115.26 573.32 -4397.95 -2.02 2800.62 -780.44 4166.20 -362.77 1892.96 -701.24 1880.74 515.56 -3581.73 529.11 -3298.01 58.29 517.31 70.77 1124.26 -42.28 -1079.94 394.97 -1389.22 -603.42 893.75 -52.58 1156.51 -48.20 538.52 49.42 287.70 -118.43 129.79 46.91 461.97 132.06 561.57 344.56 749.19 -472.93 96.15 -601.27 -462.58 156.70 -24.21 3.15 70.56 170.97 5.81 150.02 -16.41 137.91 -1.15 409.00 3.87 63.16 0.43 54.81 -1.02 75.87 0.17 146.99 0.05
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
333 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00
164.13 21.52 -85.93 -156.72 -170.99 -137.93 -63.18 -42.47 -75.89 -62.84 -4.79
-0.20 -0.17 -101.11 24.21 -5.81 1.15 -0.43 -0.00 -0.17 -0.18 -0.08
62.82 4.78 154.94 87.78 -88.88 32.75 22.26 -5.64 -164.14 -21.54 -0.02
0.18 0.08 -63.34 14.91 -3.29 0.99 -0.14 0.15 0.20 0.17 0.00
17:07:07 03/17/10
409.32 47.43 124.45 -124.34 -468.70 -189.70 -73.79 -86.78 -432.92 -152.17 -8.68
-0.03 -0.15 -296.60 70.56 -16.42 3.87 -1.02 0.26 0.05 -0.03 -0.15
Helman O. Mozo
Page
Job
334 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 11 "COMBO 2-5"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 4.087e-005 -0.0005769 -0.006286 0.2433 0.2278 0.0615 1.325 -1.326 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0003649 -940.4 63.22 0.0000 0.0000 0.0000 -3.522 -947.4 71.81 D4Z13P -0.0002142 -1000 116.9 0.0000 0.0000 0.0000 -0.0002142 -1007 130.3 D5Z19P -0.0009459 -0.01671 -0.0007604 0.1181 0.0936 1.4198 -6.341 -6.357 18.73 D6Z26P -0.0007226 -877.2 58.98 0.0000 0.0000 0.0000 -2.534 -883.1 85.26 D7Z31P -0.0008901 -1000 108.2 0.0000 0.0000 0.0000 -0.0008901 -1005 139.5 D8Z26P -0.0007374 -0.02304 -0.0006303 0.1524 0.1207 1.7951 -5.834 -5.856 26.28 D9Z13P -0.0003804 -0.01676 -0.0001839 0.0657 0.0596 1.0245 -6.704 -6.72 13.34 D10Z31P -0.0009089 -0.02358 -0.0007505 0.1202 0.1263 1.9270 -5.495 -5.518 31.32 D11Z36P -0.001068 -0.02377 -0.0008911 0.1472 0.1194 1.8109 -5.159 -5.182 36.32 D12Z45P -0.001561 -0.03088 -0.0002573 0.1486 0.1082 1.6220 -4.605 -4.634 44.57 D13Z45P -0.001564 -923.2 62.07 0.0000 0.0000 0.0000 -2.385 -927.8 106.6 D14Z50P -0.001299 -1000 114.5 0.0000 0.0000 0.0000 -0.001299 -1004 164.9 D15Z55P -0.001145 -0.02842 -0.0002981 0.3004 0.0888 1.3673 -3.884 -3.912 55.28 D16Z68P -0.001929 -0.01636 -0.0009282 -0.3767 0.0034 0.0185 3.029 -3.048 67.95 D17Z68P -0.0007301 -0.02187 -0.0004837 -0.1653 0.0366 1.1112 -3.032 -3.053 67.95 D18Z55P -0.001545 -0.02324 -0.0005706 0.2140 0.0070 0.0497 3.882 -3.906 55.28 D19Z75P -0.0004865 -0.006916 -0.001713 -0.0021 0.0087 0.0481 2.533 -2.541 75.35 D20Z75P -0.001826 -0.01353 -0.001099 -0.0810 0.1006 0.9314 -2.536 -2.547 75.35 D21Z81P -0.0006517 -0.001349 -0.002729 -0.0690 -0.0037 0.0483 2.132 -2.134 81.32 D22Z81P -0.001092 -0.004977 -0.002237 0.0292 0.0503 0.7903 -2.134 -2.137 81.32 D23Z86P -0.001091 -0.002326 -0.003201 0.0117 0.0256 0.6887 -1.828 -1.829 85.87 D24Z86P -4.965e-005 0.001118 -0.003714 -0.0073 0.0358 0.0527 1.826 -1.825 85.87 D25Z90P 0.0007225 0.001613 -0.004804 -0.0477 -0.0607 0.0589 1.577 -1.575 89.59 D26Z90P -0.001242 0.0001311 -0.00445 -0.0430 0.1246 0.6003 -1.578 -1.576 89.59 D27Z93P -4.033e-005 -0.0006571 -0.006086 0.2542 -0.2075 0.5168 -1.325 -1.326 93.33 D28Z50P -0.001314 -0.02965 -0.00026 0.0157 0.1051 1.4985 -4.216 -4.244 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006012 -940.4 63.22 0.0000 0.0000 0.0000 3.522 -947.4 71.81 D31Z19P 0.0001374 -0.01302 -0.0006586 0.0124 -0.0026 0.0131 6.341 -6.353 18.73 D32Z26P -0.0008145 -877.2 58.98 0.0000 0.0000 0.0000 2.532 -883.1 85.26 D33Z26P -0.0008119 -0.0172 -0.0007312 0.0214 -0.0035 0.0187 5.832 -5.85 26.28 D34Z13P -0.0001185 -0.01328 -0.0001727 -0.0040 0.0071 0.0079 6.703 -6.716 13.34 D35Z31P -0.0008987 -0.01771 -0.0008862 -0.0056 0.0013 0.0198 5.493 -5.512 31.32 D36Z36P -0.0009302 -0.01814 -0.001041 0.0240 0.0017 0.0250 5.157 -5.176 36.32 D37Z45P -0.0008926 -0.02516 -0.0004905 0.0385 0.0006 0.0314 4.602 -4.628 44.57 D38Z45P -0.0008901 -923.2 62.07 0.0000 0.0000 0.0000 2.382 -927.8 106.6 D39Z50P -0.001285 -0.02417 -0.0005186 -0.0850 -0.0040 0.0272 4.213 -4.239 50.35 D40Z113P 0.0003637 -0.1487 -0.01406 0.5553 -0.0119 0.2201 -1.325 -1.474 113.2 D41Z113P 0.0005237 -0.1494 -0.01407 0.5590 0.0092 0.0070 1.326 -1.474 113.2 D42Z110P 0.0004445 -0.1174 -0.01324 0.5150 0.0182 0.2696 -1.325 -1.442 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
335 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P 0.0006781 D44Z107P 0.0004592 D45Z107P 0.0005537 D46Z103P 0.0003617 D47Z103P 0.0005543 D48Z100P 0.0002992 D49Z100P 0.0004327 D50Z97P -0.0001741 D51Z97P 0.0005931 D52Z95P -0.005304 D53Z98P -0.001325 D54Z102P -0.00136 D55Z105P 0.0003606 D56Z108P -0.0002466 D57Z112P 0.0006384 D58Z115P -1.086e-005 D59Z95P 0.005564 D60Z98P 0.001921 D61Z102P 0.002193 D62Z105P 0.0006162 D63Z108P 0.001305 D64Z112P 0.0004341 D65Z115P 0.00116 D66Z117P 0.0008189 D67Z118P 0.0008999 D68Z118P 0.0004278 D69Z117P 0.0004157 D70Z119P 0.001024 D71Z119P 0.0009966 D72Z121P 0.0006984 D73Z121P 0.0008095 D74Z122P 0.0006492 D75Z122P 0.0007127 D76Z124P 0.0004274 D77Z124P 0.0004793 D78Z125P 0.0003607 D79Z125P 0.0003913 D80Z126P 0.0001453 D81Z126P 0.0001816 D82Z128P 0.0001434 D83Z128P -0.0001211 D84Z131P -0.0003938 D85Z131P -0.000453 D86Z129P -5.768e-005 D87Z130P -0.000568 D88Z130P -5.083e-006 D89Z129P -0.0002276 D90Z141P 2.373e-005 D91Z141P 2.415e-005 D92Z131P -0.0002654 D93Z132P -0.0003393 D94Z133P -0.0002316
-0.118 -0.08826 -0.08888 -0.0614 -0.06199 -0.03731 -0.03779 -0.01702 -0.01734 -0.009633 -0.02614 -0.04947 -0.07481 -0.1027 -0.1332 -0.1648 -0.00975 -0.02574 -0.05001 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198 -0.3607 -0.3595 -0.3321 -0.3465 -0.3455 -0.333 -0.5347 -0.5348 -0.3681 -0.3782 -0.3863
-0.01326 -0.01224 -0.01228 -0.01103 -0.0111 -0.009612 -0.009715 -0.007915 -0.008063 -0.006964 -0.008989 -0.01036 -0.01175 -0.01278 -0.01371 -0.01442 -0.007135 -0.008866 -0.01044 -0.0117 -0.01281 -0.01369 -0.01443 -0.01119 -0.009668 -0.009525 -0.01126 -0.01003 -0.009851 -0.0103 -0.01017 -0.01058 -0.01042 -0.01078 -0.01066 -0.01098 -0.01083 -0.01113 -0.011 -0.01113 -0.01128 -0.007529 -0.007559 -0.009995 -0.008801 -0.008783 -0.01006 -0.008687 -0.008715 -0.007733 -0.007875 -0.008044
0.5136 0.4961 0.4961 0.4204 0.4215 0.4219 0.4244 0.2544 0.2582 0.2954 0.3586 0.4131 0.4665 0.5017 0.5449 0.5546 0.3073 0.3561 0.4151 0.4660 0.5004 0.5436 0.5274 0.5210 0.6099 0.5901 0.5479 0.7141 0.6991 0.7116 0.7064 0.7262 0.7181 0.7506 0.7435 0.7633 0.7540 0.7667 0.7623 0.7650 0.7740 0.8723 0.8554 0.7429 0.8091 0.7839 0.7854 1.0279 1.0349 0.9148 0.9276 0.9581
17:07:07 03/17/10
-0.0170 -0.0211 0.0223 0.0492 -0.0467 -0.0831 0.0871 0.1873 -0.1811 0.0021 0.0185 0.0098 0.0059 0.0003 -0.0021 0.0058 0.0022 -0.0130 -0.0066 -0.0043 0.0019 -0.0036 0.0194 -0.0352 0.0357 0.0069 0.0827 -0.0129 0.0122 -0.0069 -0.0100 -0.0049 -0.0058 -0.0065 -0.0068 -0.0041 -0.0058 -0.0116 -0.0060 -0.0002 -0.0074 0.0144 0.0124 -0.0047 0.0189 -0.0211 0.0098 0.0023 0.0022 0.0089 -0.0004 0.0022
0.0160 0.3190 0.0251 0.3684 0.0342 0.4179 0.0433 0.4673 0.0524 0.4920 0.0479 0.3932 0.0297 0.2943 0.0115 0.1954 0.0569 0.4426 0.0388 0.3437 0.0206 0.2449 0.0024 0.0032 0.1854 0.0042 0.1860 0.1831 0.0028 0.1807 0.0015 0.1784 0.0001 0.1760 -0.0013 0.1737 -0.0027 0.1713 -0.0040 -0.0054 0.1690 0.1669 0.0131 -0.0042 0.1697 0.0056 0.1696 0.1668 0.0131 0.0131 0.1669 0.0131
1.326 -1.325 1.326 -1.325 1.326 -1.325 1.325 -1.325 1.326 -1.33 1.324 -1.326 1.325 -1.325 1.326 -1.325 1.331 -1.323 1.327 -1.324 1.326 -1.325 1.326 0.9025 -0.6891 0.6904 -0.9013 -0.689 0.691 -0.6893 0.6908 -0.6894 0.6907 -0.6896 0.6905 -0.6896 0.6904 -0.6899 0.6902 0.6901 -0.6901 -0.3504 0.3495 0.5766 -0.4639 0.4633 -0.5769 -0.35 0.35 0.3497 -0.3503 0.3498
-1.443 -1.413 -1.414 -1.386 -1.387 -1.362 -1.363 -1.342 -1.342 -1.335 -1.351 -1.374 -1.4 -1.428 -1.458 -1.49 -1.335 -1.351 -1.375 -1.399 -1.428 -1.458 -1.49 -1.085 -0.8823 -0.8833 -1.085 -0.8992 -0.8997 -0.9168 -0.9171 -0.9346 -0.9348 -0.9529 -0.9529 -0.9718 -0.9715 -0.9907 -0.9902 -1.009 -1.01 -0.7107 -0.7095 -0.9087 -0.8098 -0.8088 -0.9096 -0.8847 -0.8848 -0.7181 -0.7282 -0.7363
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Page
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338 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0002503 0.0002469 0.0003911 0.0005572 0.0004465 0.0007392 -0.00034 0.0006638 0.0005451 0.0004153 0.0002928 0.0001733 5.453e-005 -6.378e-005 -0.0001766 -0.0002858 0.0005603 0.0004392 0.0003257 0.000213 0.000101 -1.088e-005 -0.0001218 -0.0002312 -0.0008347 0.001878 0.0008495 0.001507 0.001311 0.0004515 0 -940.3 141.3 -877.2 144.6 -923.2 143.1 940.3 877.2 923.2 -0.0003307 -0.0003255 -0.0002691 -0.0002251 -0.0001787 -0.0001332 -8.777e-005 -4.289e-005 1.581e-006
-0.2818 0.006353 0.7625 0.0023 -0.3007 0.00651 0.7695 0.0021 -0.32 0.006621 0.7755 0.0066 -0.3607 0.002826 0.8630 0.0071 -0.3329 0.005412 0.7624 0.0009 -0.3465 0.004125 0.8054 -0.0111 -0.5347 0.003865 1.0270 -0.0056 -0.3693 0.002989 0.9049 0.0004 -0.3873 0.003276 0.9508 -0.0057 -0.4061 0.003491 0.9880 -0.0053 -0.4254 0.003644 1.0025 -0.0055 -0.4449 0.003751 1.0209 -0.0055 -0.4648 0.00382 1.0319 -0.0055 -0.4849 0.003855 1.0380 -0.0055 -0.5049 0.003864 1.0281 -0.0056 -0.5248 0.003865 1.0282 -0.0056 -0.3782 0.003151 0.9314 -0.0077 -0.3966 0.003401 0.9712 -0.0072 -0.4157 0.00358 0.9965 -0.0068 -0.4351 0.003707 1.0116 -0.0065 -0.4549 0.003795 1.0271 -0.0064 -0.4748 0.003846 1.0365 -0.0064 -0.4949 0.003863 1.0334 -0.0060 -0.5148 0.003865 1.0275 -0.0057 0.0007552 0.001926 0.0094 -0.0724 -0.001413 0.0001522 0.0197 -0.0004 -0.004282 -0.0009692 -0.0466 -0.0436 -0.009634 -0.002064 -0.0244 -0.0353 -0.01204 -0.002517 0.0143 -0.0332 -0.06202 -0.005662 -0.0591 -0.0539 0 0 0.0000 0.0000 -0.01553 63.22 0.0000 0.0000 -0.01453 -9.497 0.0000 0.0000 -0.02312 58.97 0.0000 0.0000 -0.02328 -9.724 0.0000 0.0000 -0.03141 62.06 0.0000 0.0000 -0.02959 -9.623 0.0000 0.0000 -0.01417 -63.22 0.0000 0.0000 -0.02291 -58.98 0.0000 0.0000 -0.03085 -62.07 0.0000 0.0000 -0.3693 -0.007721 0.9097 0.0009 -0.3873 -0.00803 0.9516 0.0027 -0.4061 -0.008267 0.9902 0.0023 -0.4254 -0.008431 1.0002 0.0024 -0.4449 -0.008551 1.0206 0.0024 -0.4648 -0.008632 1.0321 0.0024 -0.4849 -0.008676 1.0404 0.0023 -0.5049 -0.008685 1.0258 0.0023 -0.5248 -0.008687 1.0277 0.0023
Joint Support Reactions for Load Case "COMBO 2-5":
17:07:07 03/17/10
0.0754 0.0758 0.0762 0.0565 0.0738 0.0642 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.3094 0.3691 0.4313 0.5071 0.6025 0.7480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1669 0.1669 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668
-0.6897 0.4082 125.1 -0.6898 0.3893 126.5 -0.6896 0.37 127.9 -0.3494 -0.01073 130.9 -0.5762 0.2438 128.9 -0.4626 0.1169 129.9 -0.3503 -0.1847 140.9 -0.3493 -0.0193 131.4 -0.3495 -0.03731 132.6 -0.3496 -0.05609 133.7 -0.3497 -0.07537 134.8 -0.3498 -0.09495 135.9 -0.3499 -0.1148 137 -0.3501 -0.1349 138.1 -0.3502 -0.1549 139.2 -0.3503 -0.1748 140.3 -0.3494 -0.0282 132 -0.3496 -0.0466 133.1 -0.3497 -0.0657 134.2 -0.3498 -0.08511 135.3 -0.3499 -0.1049 136.4 -0.35 -0.1248 137.5 -0.3501 -0.1449 138.7 -0.3502 -0.1648 139.8 -1.441 1.441 91.63 -1.69 1.691 87.87 -1.967 1.963 83.77 -2.314 2.306 78.59 -2.759 2.748 71.98 -3.404 3.343 62.39 -1.325 1.457e-011 93.33 -947.4 3.507 71.81 134.6 -0.01453 3.843 -883.1 2.51 85.26 139.1 -0.02328 21.6 -927.8 2.352 106.6 138.9 -0.02959 40.73 933.3 -3.537 -54.63 871.4 -2.556 -32.69 918.6 -2.414 -17.49 -0.3503 -0.7193 131.4 -0.3503 -0.7373 132.5 -0.3503 -0.7561 133.7 -0.3502 -0.7754 134.8 -0.3502 -0.7949 135.9 -0.3501 -0.8148 137 -0.3501 -0.8349 138.1 -0.35 -0.8549 139.2 -0.35 -0.8748 140.3
Helman O. Mozo
Page
Job
340 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.99 0.0 0.58 0.0 183.25 0.0 0.0 183.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 18.30 0.0 50.91 0.0 209.82 0.0 0.0 216.68 0.0 -3.38 0.0 -1.4 0.0 -3.58 0.0 0.0 D29Z0P -14.22 0.0 40.85 0.0 166.43 0.0 0.0 171.96 0.0 -2.51 0.0 1.0 0.0 -0.27 0.0 0.0 D137Z93P -0.00 0.0 150.83 0.0 36.12 0.0 0.0 155.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 3.07 0.0 30.34 0.0 -46.24 0.0 0.0 55.39 0.0 -2.91 0.0 -0.8 0.0 -0.26 0.0 0.0 D212Z93P 1.69 0.0 0.58 0.0 -89.83 0.0 0.0 89.85 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -4.23 0.0 38.79 0.0 -72.36 0.0 0.0 82.21 0.0 -3.77 0.0 1.3 0.0 -3.06 0.0 0.0 D287Z93P -0.00 0.0 167.37 0.0 34.64 0.0 0.0 170.92 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.5807 -0.6493 0.9870 -0.0000 -182.5960 0.0000 0.0000 0.0000 D1Z93P 0.0000 -1.2532 -1.3966 0.0000 1.2532 1.3966 0.0000 -0.0006 -0.0063 D2Z0P 0.0000 -1.8892 -2.1105 -18.2999 -49.0255 -207.7072 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.8892 -2.1105 0.0000 0.9488 2.1738 0.0004 -940.3602 63.2206 D4Z13P 0.0000 -1.8892 -2.1105 -0.0000 0.1498 2.2275 -0.0002 -1000.0000 116.9443 D5Z19P -0.5646 -6.8774 -6.4779 0.5646 6.8774 6.4779 -0.0009 -0.0167 -0.0008 D6Z26P 0.0000 -1.7624 -2.1608 -0.0000 0.8852 2.2198 -0.0007 -877.2481 58.9760 D7Z31P 0.0000 -1.7624 -2.1608 -0.0000 0.1525 2.2690 -0.0009 -1000.0000 108.2298 D8Z26P -0.5727 -5.0342 -4.3674 0.5727 5.0342 4.3674 -0.0007 -0.0230 -0.0006 D9Z13P -0.1455 -2.7205 -3.2337 0.1455 2.7205 3.2337 -0.0004 -0.0168 -0.0002 D10Z31P -0.9159 -6.9952 -5.7608 0.9159 6.9951 5.7608 -0.0009 -0.0236 -0.0008 D11Z36P 0.0000 -5.0732 -4.6139 -0.0000 5.0731 4.6139 -0.0011 -0.0238 -0.0009 D12Z45P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0016 -0.0309 -0.0003 D13Z45P 0.0000 -1.8548 -2.1381 -0.0000 0.9315 2.2002 -0.0016 -923.2267 62.0670 D14Z50P 0.0000 -1.8548 -2.1381 -0.0000 0.1514 2.2527 -0.0013 -1000.0000 114.5133 D15Z55P 0.0000 -4.4539 -5.1309 -0.0000 4.4539 5.1309 -0.0011 -0.0284 -0.0003 D16Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0019 -0.0164 -0.0009 D17Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0007 -0.0219 -0.0005 D18Z55P 0.0000 -10.1865 -5.4729 -0.0000 10.1865 5.4729 -0.0015 -0.0232 -0.0006 D19Z75P 0.0000 -2.4632 -2.6067 -0.0000 2.4632 2.6067 -0.0005 -0.0069 -0.0017 D20Z75P 0.0000 -8.5800 -2.9487 -0.0000 8.5799 2.9487 -0.0018 -0.0135 -0.0011 D21Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0007 -0.0013 -0.0027 D22Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0011 -0.0050 -0.0022 D23Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0011 -0.0023 -0.0032 D24Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0000 0.0011 -0.0037 D25Z90P 0.0000 -1.3723 -1.5014 0.0000 1.3724 1.5014 0.0007 0.0016 -0.0048 D26Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3723 1.5014 -0.0012 0.0001 -0.0044 D27Z93P 0.0000 -1.2532 -1.3966 -0.0000 1.2532 1.3966 -0.0000 -0.0007 -0.0061 D28Z50P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0013 -0.0296 -0.0003 D29Z0P 0.0000 -1.8892 -2.1105 14.2158 -38.9564 -164.3222 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.8892 -2.1105 -0.0000 0.9488 2.1738 -0.0006 -940.3586 63.2205 D31Z19P 0.0000 -3.6516 -4.2713 0.0000 3.6516 4.2713 0.0001 -0.0130 -0.0007
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
341 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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-1.7624 -1.7624 -1.8892 -1.7624 -3.6172 -1.8548 -1.8548 -1.8548 -0.6493 -0.6493 -0.6452 -0.6452 -0.6683 -0.6683 -0.6639 -0.6639 -0.6325 -0.6325 -0.5807 -0.5807 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5897 -0.8747 -0.8747 -0.5897 -0.5708 -0.5708 -3.6161 -3.6161 -0.5736 -0.5736 -0.5669 -0.5669 -3.6264 -3.6264 -0.5615 -0.5615 -0.5244 -0.5244
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-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
17:07:07 03/17/10
0.8852 1.7624 1.8892 1.7624 3.6172 1.8547 0.9315 1.8547 0.6491 0.6491 0.6451 0.6451 0.6682 0.6682 0.6638 0.6638 0.6324 0.6324 0.5807 0.5807 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5895 0.8745 0.8745 0.5895 0.5706 0.5706 3.6159 3.6159 0.5734 0.5734 0.5666 0.5666 3.6261 3.6261 0.5612 0.5612 0.5241 0.5241
2.2198 2.1608 2.1105 2.1608 4.2989 2.1381 2.2002 2.1381 0.6965 0.6965 0.6965 0.6965 0.7437 0.7437 0.7437 0.7437 0.6965 0.6965 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8705 1.8705 0.8445 0.8445 0.6331 0.6331
-0.0008 -0.0008 -0.0001 -0.0009 -0.0009 -0.0009 -0.0009 -0.0013 0.0004 0.0005 0.0004 0.0007 0.0005 0.0006 0.0004 0.0006 0.0003 0.0004 -0.0002 0.0006 -0.0053 -0.0013 -0.0014 0.0004 -0.0002 0.0006 -0.0000 0.0056 0.0019 0.0022 0.0006 0.0013 0.0004 0.0012 0.0008 0.0009 0.0004 0.0004 0.0010 0.0010 0.0007 0.0008 0.0006 0.0007 0.0004 0.0005 0.0004 0.0004 0.0001 0.0002 0.0001 -0.0001
-877.2445 -0.0172 -0.0133 -0.0177 -0.0181 -0.0252 -923.2226 -0.0242 -0.1487 -0.1494 -0.1174 -0.1180 -0.0883 -0.0889 -0.0614 -0.0620 -0.0373 -0.0378 -0.0170 -0.0173 -0.0096 -0.0261 -0.0495 -0.0748 -0.1027 -0.1332 -0.1648 -0.0098 -0.0257 -0.0500 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198
58.9758 -0.0007 -0.0002 -0.0009 -0.0010 -0.0005 62.0668 -0.0005 -0.0141 -0.0141 -0.0132 -0.0133 -0.0122 -0.0123 -0.0110 -0.0111 -0.0096 -0.0097 -0.0079 -0.0081 -0.0070 -0.0090 -0.0104 -0.0118 -0.0128 -0.0137 -0.0144 -0.0071 -0.0089 -0.0104 -0.0117 -0.0128 -0.0137 -0.0144 -0.0112 -0.0097 -0.0095 -0.0113 -0.0100 -0.0099 -0.0103 -0.0102 -0.0106 -0.0104 -0.0108 -0.0107 -0.0110 -0.0108 -0.0111 -0.0110 -0.0111 -0.0113
Helman O. Mozo
Page
Job
342 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
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Helman O. Mozo
Page
Job
343 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
344 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
345 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
1.3931 -0.0002 0.6493 0.0027 1.4403 0.0007 1.4403 0.0002 1.3928 0.0002 0.6962 -0.0002 1.1453 -0.0006 0.8813 0.0000 1.8904 0.0001 0.8644 0.0002 0.8545 0.0001 1.8706 0.0003 0.8446 0.0002 0.6331 0.0004 0.2976 0.0006 0.2108 0.0004 0.2108 0.0007 0.0929 -0.0003 0.0868 0.0007 0.0868 0.0005 0.0868 0.0004 0.0868 0.0003 0.0868 0.0002 0.0868 0.0001 0.0868 -0.0001 0.0868 -0.0002 0.0929 -0.0003 0.1736 0.0006 0.1736 0.0004 1.1024 0.0003 0.1736 0.0002 0.1736 0.0001 0.1736 -0.0000 1.1024 -0.0001 0.1797 -0.0002 0.7473 -0.0008 1.0961 0.0019 1.2600 0.0008 1.1935 0.0015 1.4132 0.0013 3.3347 0.0005 -33.9914 0.0000 2.1738 -940.3454 2.1011 141.2557 2.2198 -877.2245 2.1511 144.6179 2.2002 -923.1941 2.1285 143.1027 2.0473 940.3463 2.1018 877.2244 2.0761 923.1942 0.0868 -0.0003
-0.1328 -0.0065 -0.0484 -0.1023 -0.1647 -0.1828 -0.1925 -0.2091 -0.2268 -0.2446 -0.2629 -0.2818 -0.3007 -0.3200 -0.3607 -0.3329 -0.3465 -0.5347 -0.3693 -0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248 -0.3782 -0.3966 -0.4157 -0.4351 -0.4549 -0.4748 -0.4949 -0.5148 0.0008 -0.0014 -0.0043 -0.0096 -0.0120 -0.0620 0.0000 -0.0155 -0.0145 -0.0231 -0.0233 -0.0314 -0.0296 -0.0142 -0.0229 -0.0308 -0.3693
0.0095 0.0035 0.0065 0.0087 0.0101 0.0069 0.0052 0.0055 0.0058 0.0060 0.0062 0.0064 0.0065 0.0066 0.0028 0.0054 0.0041 0.0039 0.0030 0.0033 0.0035 0.0036 0.0038 0.0038 0.0039 0.0039 0.0039 0.0032 0.0034 0.0036 0.0037 0.0038 0.0038 0.0039 0.0039 0.0019 0.0002 -0.0010 -0.0021 -0.0025 -0.0057 0.0000 63.2165 -9.4969 58.9742 -9.7241 62.0641 -9.6226 -63.2176 -58.9767 -62.0674 -0.0077
Helman O. Mozo
Page
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346 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0910 -0.0911 -0.0913 -0.0914 -0.0916 -0.0918 -0.0919 -0.0977
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000
0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 32.53 -13210.05 -1807.37 5400.65 354.62 -4551.87 -846.77 D128P 32.53 -5400.65 -354.62 -3068.77 -2344.50 -4149.19 -1322.31 D129P 32.53 1510.56 789.17 1139.77 20.38 1321.40 403.62 D130P 32.52 -415.11 -94.25 857.08 -1328.17 179.53 -577.79 D131P 32.52 864.54 -1043.70 -670.79 1242.96 59.50 61.19 D132P 32.52 -610.75 1745.86 5381.07 -9117.33 1178.16 -1820.59 D133P 32.52 -5381.07 9117.33 -8141.02 14848.12 -2423.48 4295.18 D134P 32.52 1068.85 2000.04 5031.23 9195.45 1231.78 2260.69 D135P 32.52 1068.85 -2000.04 -328.78 520.85 127.46 -254.77 D136P 32.52 328.78 -520.85 431.39 -763.09 91.67 -154.84 D137P 32.52 -431.39 763.09 -53.18 34.26 -96.48 158.75 D138P 32.52 53.18 -34.26 -224.61 728.71 -33.89 137.31 D139P 32.52 224.61 -728.71 291.71 -899.42 68.08 -214.68 D140P 32.52 -291.71 899.42 -212.84 294.69 -93.10 220.34 D141P 32.52 212.84 -294.69 -606.16 1581.47 -82.43 269.68 D142P 32.52 606.16 -1581.47 1081.96 -2477.12 195.64 -470.36 D143P -138.69 -4623.51 34175.07 -1973.30 14969.94 -3973.98 29605.43 D144P -212.47 -390.56 -2476.06 6267.07 585.93 5553.20 -1786.14 D145P -138.69 8066.48 -10615.36 4623.52 -34175.07 7621.62 -26901.16 D146P -138.69 1973.30 -14969.94 -3443.07 5944.46 -885.40 -5437.03 D147P -138.68 950.56 -6856.36 -1479.33 -1354.97 -318.54 -4946.59 D148P -138.68 591.51 -3226.90 -1095.84 -1660.57 -303.82 -2944.26 D149P -38.05 337.50 720.49 818.40 816.05 813.60 1081.52 D150P -38.05 -150.15 3479.78 4871.39 3991.59 3323.15 5258.88 D151P 14.24 523.92 327.10 388.50 133.89 906.81 458.16 D152P -0.00 500.95 -627.34 -273.12 -728.06 410.91 -2444.61 D153P -0.00 43.50 -123.03 -17.81 -94.62 46.34 -392.54 D154P -212.47 -390.56 2476.06 -2215.67 -230.18 -1231.42 1061.16 D155P 32.52 -5031.23 -9195.45 -8141.02 -14848.12 -1842.91 -3363.90 D156P 32.52 670.79 -1242.96 610.75 -1745.86 378.66 -883.11 D157P 32.52 -857.09 1328.17 -864.54 1043.70 -628.20 865.47 D158P 32.53 -1139.77 -20.38 415.11 94.25 -343.65 35.03 D159P 32.53 3068.77 2344.50 -1510.56 -789.17 900.14 898.48 D160P -138.68 3443.08 -5944.46 -104.43 1235.90 2011.23 -2836.49 D161P -138.68 104.43 -1235.90 606.25 -11051.18 428.12 -7401.85 D162P -138.68 -606.24 11051.18 -950.55 6856.36 -937.83 10787.68 D163P -138.68 1479.34 1354.97 -114.05 3075.56 822.46 2669.00
-0.0003 -0.0003 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000
-0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
-0.0080 -0.0083 -0.0084 -0.0086 -0.0086 -0.0087 -0.0087 -0.0087
Helman O. Mozo
Page
Job
347 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-138.68 -138.68 -138.68 -138.68 -38.05 -38.05 -38.05 -38.05 -38.05 14.24 14.23 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 13.11 13.11 13.11 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 -211.99 -613.80 -211.99 -211.99 -211.99 -212.00 20.16 20.16 -29.95
114.05 -3075.56 -120.89 120.90 5209.23 -591.50 1095.85 1660.57 337.25 -337.24 -2837.29 1368.11 -186.25 -1320.17 150.16 -352.22 911.85 186.26 -818.38 -816.05 352.23 -722.23 -706.28 -337.49 600.43 140.52 722.24 -388.51 -133.90 -263.54 263.53 -534.52 797.81 95.47 -468.19 -102.18 159.14 -358.72 -73.78 38.75 -256.75 -35.86 83.39 -182.37 -38.20 42.68 -67.64 22.66 -37.36 -24.10 32.03 24.01 -4.81 14.96 273.14 728.06 -95.45 102.20 404.15 -159.13 73.80 303.07 -38.73 35.88 213.47 -83.37 38.22 151.92 -43.48 17.82 94.62 -42.66 -22.64 41.67 37.37 -32.01 8.13 -23.99 -14.95 2.37 0.02 7402.26 -2377.56 -2856.69 2856.69 -232.61 1440.78 -2398.90 -601.24 -3256.45 -1573.33 -2048.41 -1351.04 -805.86 -682.26 393.57 322.75 1645.95 -5500.08 5500.08 9109.15 8268.51 -1001.25 2038.90 -5177.37 -1001.25 -2038.89 574.42 -574.42 -557.22 -629.99 629.99 787.96 2.13 -2.13 -29.63 539.55 -539.55 -740.45 -655.04 655.04 978.13 211.16 -211.16 -295.65 1011.11 -1011.11 -1757.11 -1493.76 5477.04 -18464.14 1181.11 -35.16 -1337.67 -5015.61 3559.67 6908.71 -5477.04 -1181.11 9476.56 784.35 -249.57 5155.72 -234.36 31.32 2679.95 -905.38 -52.35 543.86 532.59 110.14 547.01 5129.26 -308.70 -312.16 -244.67
-5209.23 3226.90 2837.29 -1765.33 -3479.78 1320.17 -911.85 -720.49 706.28 534.51 -88.24 -404.15 -303.07 -213.47 -151.92 -41.67 -8.13 -2.37 468.19 358.72 256.75 182.37 123.03 67.64 24.10 4.81 -0.00 232.61 -3290.08 -1477.04 -2142.41 1419.55 -9109.15 14838.81 9284.19 557.22 -787.96 29.63 740.44 -978.13 295.65 1757.11 -2640.61 -9476.56 2152.54 18464.14 -24.59 2446.19 1502.30 741.72 -1963.89 -152.61
17:07:07 03/17/10
-4.12 -4990.84 -283.50 5082.00 863.31 2709.56 621.01 -2772.66 -25.40 -3378.55 -116.81 1571.06 -328.11 -1216.22 -745.90 -1004.26 930.99 596.03 -648.04 398.15 1054.82 -618.93 -12.10 -1573.35 153.96 -1193.61 5.21 -848.09 81.51 -602.93 117.85 -197.15 -9.60 -58.13 70.29 -12.95 320.47 2157.57 -102.68 1375.92 63.24 1009.69 -85.66 713.93 -9.49 495.90 -44.80 292.65 26.57 118.63 -101.01 23.33 -26.92 4.27 2649.48 -1250.23 2105.34 -1725.77 -2819.63 -1036.19 -1187.88 -1702.31 -126.61 226.41 -1278.68 -1843.24 2467.66 4292.04 -1247.64 2286.46 -73.52 -255.19 -145.25 -162.22 125.86 162.78 106.26 140.54 -157.51 -226.60 159.84 235.04 167.65 306.29 -290.29 -509.66 4010.94 -16831.75 -4772.89 770.04 -1151.57 15238.95 -239.01 5693.96 -291.53 4579.46 -526.54 2519.43 338.03 904.88 3687.86 -997.30 -549.98 -461.91
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -613.79 13.10 13.10 13.10 13.10 13.11 -211.99 -211.99 -211.99 -211.99 -211.99 -211.99 -212.00 -212.00 20.16 20.16 20.16 20.16 20.16 -29.96 -29.96 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -743.35 -743.35 -743.37 -743.38 -743.40 -743.42 -743.43 -743.46 -743.47 -743.49 -743.51 509.76 1201.87
616.77 22.29 -35.17 5177.37 -393.57 1351.04 3256.45 -1440.78 -784.35 1121.15 2498.29 234.37 326.67 1265.26 905.39 -509.47 -55.78 -606.40 -532.58 -137.37 -2.99 244.68 -187.38 163.73 87.13 -88.68 32.72 -5.63 -164.12 -21.52 47.28 156.23 171.06 137.91 63.18 42.47 75.89 62.84 4.79 7977.69 2971.78 -2435.49 -1573.57 -917.63 221.37 4868.51 -882.41 -882.41 -607.57 655.32 -12.65 -675.22
350.51 -0.20 1337.66 -9284.19 -1419.55 2142.41 1477.04 3290.08 24.59 2912.34 -7222.63 -2446.19 3185.31 -4073.21 -1502.30 2293.06 -990.08 895.91 -741.72 136.86 -439.57 152.60 -541.66 -81.51 19.26 -4.34 1.24 0.16 0.19 0.17 134.50 -31.12 7.46 -1.55 0.52 -0.02 0.18 0.18 0.08 3012.88 760.51 475.72 2029.13 863.69 -1632.77 -8395.56 -1933.35 1933.35 570.67 -799.70 135.19 1015.36
-47.27 -134.50 1027.16 -42.45 0.02 -36.36 1693.49 -1331.79 783.54 8268.51 -14838.81 1881.20 -322.75 -1645.95 -211.65 805.86 682.26 787.03 1573.33 2048.41 2290.42 2398.90 601.24 553.48 -1121.14 -2912.34 -1147.88 -2498.28 7222.63 -829.60 249.58 -5155.72 1655.35 -326.66 -3185.31 -55.59 -1265.26 4073.21 -565.41 -31.31 -2679.95 743.35 509.48 -2293.06 852.33 171.46 2223.50 -203.62 -110.13 -547.01 -116.78 55.80 990.08 -387.56 606.42 -895.91 51.97 52.36 -543.86 -59.83 137.38 -136.86 94.60 187.39 541.65 429.42 -683.96 185.86 -866.00 -156.21 31.12 13.56 -171.04 -7.46 -151.34 -137.89 1.55 -408.65 -63.16 -0.52 -54.90 -75.87 -0.18 -146.99 -62.82 -0.18 -409.32 -4.78 -0.08 -47.43 -163.71 81.51 -209.99 -87.11 -19.26 124.66 88.70 4.34 468.50 -32.71 -1.24 189.75 -22.27 0.20 73.78 5.65 -0.16 86.78 164.14 -0.19 432.92 21.54 -0.17 152.17 0.02 0.00 8.68 -2971.78 -760.51 2917.80 1873.39 2889.98 2373.66 -3678.69 2211.56 -3048.40 -857.54 1326.67 -987.52 51.79 -847.28 -265.89 -4868.51 8395.56 -1147.74 7494.60 -14086.30 2215.76 -4705.43 -8854.77 -1128.35 607.57 -570.67 -47.34 -655.32 799.70 -152.30 12.65 -16.02 132.99 675.22 -949.56 131.00 -791.71 1296.35 -193.42
17:07:07 03/17/10
389.60 -0.32 2.77 -3375.02 -905.77 1030.69 1671.87 2247.92 -1739.61 6105.41 -7456.84 -3392.47 4372.60 -4068.17 -2286.37 2720.82 -1081.91 1327.50 -1152.68 -286.47 -405.74 689.98 -353.61 -90.88 21.28 -5.03 1.30 -0.03 0.02 0.15 389.60 -90.88 21.28 -5.03 1.30 -0.32 -0.03 0.02 0.15 1312.84 1788.38 1339.82 1363.13 5.04 1670.26 -4029.28 -2178.44 234.70 165.26 -162.41 -161.02 304.81
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P 1884.25 791.71 D503P 2039.94 -253.91 D504P 3393.14 -1121.16 D505P -454.83 5531.69 D506P -94.69 350.51 D507P -454.83 3470.47 D508P -454.82 -1055.02 D509P -454.81 -234.39 D510P -454.79 -7.33 D511P 12.15 382.14 D512P 12.14 -81.97 D513P -14.52 -433.74 D514P -0.02 335.71 D515P -0.01 43.67 D516P -94.69 350.50 D517P -743.44 4705.43 D518P -743.41 -51.79 D519P -743.39 857.55 D520P -743.37 3678.69 D521P -743.36 -1873.39 D522P -454.82 -826.15 D523P -454.81 1134.65 D524P -454.81 2539.05 D525P -454.80 238.02 D526P -454.80 355.55 D527P -454.80 1304.35 D528P -454.79 754.18 D529P -454.79 -76.23 D530P 12.14 -258.71 D531P 12.14 -279.98 D532P 12.14 -874.85 D533P 12.15 -702.92 D534P 12.15 424.39 D535P -14.51 337.90 D536P -14.51 -180.03 D537P -0.02 135.68 D538P -0.01 148.93 D539P -0.01 41.33 D540P -0.01 82.76 D541P -0.01 42.62 D542P -0.00 -37.34 D543P -0.00 24.02 D544P -0.02 210.62 D545P -0.01 117.19 D546P -0.01 69.98 D547P -0.01 36.86 D548P -0.01 37.99 D549P -0.01 17.88 D550P -0.00 -22.67 D551P -0.00 -32.00 D552P -0.00 -14.94 D670P -1152.39 -13385.40
-1231.47 412.85 2205.17 18557.53 2208.68 -7811.69 -9472.34 -5189.27 -2720.43 649.18 3276.32 -166.23 -464.35 -103.65 -2208.67 8854.77 847.28 -1326.67 -2211.56 -2889.98 -109.55 -2970.42 7191.44 2410.29 -3206.32 4067.09 1427.47 -2194.30 -1203.20 833.19 -722.76 -631.55 189.03 89.33 551.66 -427.40 -324.71 -228.51 -160.72 -50.57 -13.48 -0.66 662.34 369.34 269.57 190.69 131.39 76.40 25.70 2.84 -0.50 4150.65
253.91 -398.05 192.94 -300.69 1121.16 -2076.51 181.76 -348.67 -1714.21 3315.88 -328.60 639.84 1055.02 9472.35 3967.90 16885.47 -7096.87 363.98 -6375.19 2431.11 -5531.69 -18557.53 -1237.97 -15837.37 826.16 109.55 -137.86 -5640.24 -238.01 -2410.29 -284.58 -4578.05 -754.17 -1427.47 -458.74 -2498.73 874.86 722.76 884.77 965.67 4752.45 5284.04 3287.42 6025.39 -337.89 -89.33 -766.89 -253.99 -210.61 -662.34 225.64 -2032.11 -17.86 -76.40 46.55 -324.73 2322.34 1286.67 1262.89 -435.63 7494.60 14086.30 1706.89 3209.65 -221.37 1632.77 -80.71 732.78 917.63 -863.69 647.75 -799.24 1573.57 -2029.13 2490.77 -2011.06 2435.49 -475.72 324.72 -1944.29 -1134.65 2970.42 -1181.21 1723.42 -2539.04 -7191.44 -846.02 -6121.60 234.39 5189.27 1670.75 7458.26 -355.54 3206.32 -70.80 3383.50 -1304.34 -4067.09 -571.56 -4381.57 7.34 2720.43 790.17 4088.86 76.24 2194.30 500.25 2181.79 788.43 -2495.86 429.04 -2825.40 81.98 -3276.32 -124.39 -3153.01 258.72 1203.20 -14.96 1433.36 279.99 -833.19 -418.70 -1095.19 -382.13 -649.18 -763.74 -901.47 702.93 631.55 793.49 577.58 180.04 -551.65 514.75 -459.48 -565.72 89.81 -741.16 637.53 -117.18 -369.34 33.38 -1437.02 -69.96 -269.57 142.43 -1071.86 -36.84 -190.69 8.10 -756.06 -37.97 -131.39 80.79 -526.85 22.68 -25.70 117.78 -137.57 32.02 -2.84 -9.60 -29.42 14.96 0.50 70.30 -0.28 -135.66 427.40 135.20 1965.46 -148.91 324.71 -57.21 1251.81 -41.31 228.51 51.70 898.34 -82.74 160.72 -82.76 633.80 -43.65 103.65 -10.21 423.92 -42.60 50.58 -44.59 229.01 37.36 13.48 26.51 70.67 -24.00 0.66 -101.01 6.30 0.02 0.00 -26.91 -0.90 5799.02 -952.80 -4421.88 1863.93
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
350 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-1152.40 -1152.42 -1152.45 -1152.48 -1152.51 -1152.53 -1152.58 -1152.60 -1152.63 -1152.66 1297.74 2523.43 3731.89 3887.58 3887.57 -754.33 118.58 -754.34 -754.33 -754.30 -754.28 -64.84 -64.85 17.08 -0.05 -0.02 118.57 -1152.55 -1152.49 -1152.46 -1152.44 -1152.41 -754.32 -754.31 -754.30 -754.29 -754.29 -754.28 -754.27 -754.27 -64.85 -64.84 -64.84 -64.83 -64.83 17.09 17.09 -0.05 -0.04 -0.03 -0.03 -0.02
-5799.02 952.81 -2405.06 3822.58 -4019.20 2339.48 2961.74 503.55 2742.54 1070.95 2844.03 785.01 1724.30 2334.83 1036.58 1995.71 1121.47 1759.07 -307.59 -257.35 1680.79 810.83 421.70 169.97 4823.32 3876.63 7768.46 11656.09 3109.89 3836.24 -7768.47 -11656.10 -8202.75 -14834.13 -2862.42 -4747.68 1030.78 -1965.04 4878.40 -9035.20 1193.24 -2221.27 1030.78 1965.04 -383.04 -551.55 111.56 243.45 383.04 551.55 478.79 782.76 103.93 160.91 -478.79 -782.76 -51.14 85.07 -105.51 -138.91 51.14 147.91 -422.42 -924.20 -73.41 -153.49 422.42 1040.74 482.62 1215.89 119.33 297.55 -482.62 -1100.99 -268.65 -348.06 -138.63 -267.38 268.65 362.86 -772.11 -1936.63 -105.51 -329.83 772.11 1936.64 1392.90 3031.06 250.91 575.72 -4250.44 -34345.95 -2040.48 -14936.75 -3789.71 -29688.37 -25.59 1064.88 6500.34 -631.34 6118.52 409.69 6466.00 12463.82 4250.45 34345.95 6436.31 28113.98 2040.49 14936.74 -3443.70 -6048.96 -845.31 5354.09 974.17 6897.23 -1485.19 1294.71 -307.85 4934.90 547.83 3433.00 -993.21 1153.88 -268.30 2763.18 5.21 601.52 590.45 834.70 419.27 1010.91 250.60 594.56 5048.35 -4144.53 3729.78 -2498.72 267.30 512.86 238.14 193.21 502.34 701.72 435.59 283.33 -52.84 -107.94 690.34 316.33 35.04 -0.15 -30.46 -0.03 8.27 -0.33 -25.59 -1064.88 -2524.03 3068.50 -1204.67 946.69 -4878.40 9035.20 -8202.75 14834.13 -1830.17 3339.53 -1680.79 -810.83 -4823.32 -3876.63 -1921.78 -1385.01 -1036.58 -1995.71 307.59 257.35 -266.00 -634.31 -2742.54 -1070.95 -1724.30 -2334.83 -2118.31 -1615.12 2405.06 -3822.58 -2961.74 -503.55 -321.58 -2499.10 3443.71 6048.96 -104.38 -1298.88 2011.65 2861.49 104.39 1298.88 578.92 11029.70 411.63 7426.86 -578.91 -11029.70 -974.16 -6897.23 -935.59 -10799.36 1485.20 -1294.71 -134.51 -3058.45 813.67 -2622.38 134.52 3058.45 -170.99 5303.71 -21.97 5037.45 171.00 -5303.71 -547.82 -3433.00 -227.00 -5263.08 993.22 -1153.88 361.80 -2028.49 816.28 -1917.09 -361.79 2028.49 -320.08 3889.61 -410.77 3565.13 -137.73 -1184.83 -250.59 -594.56 -273.33 -1252.47 -533.18 988.90 137.74 1184.83 -278.34 1530.03 -590.44 -834.70 533.19 -988.90 -40.29 -1283.58 -163.58 135.45 -5.20 -601.52 -118.79 -328.06 -170.91 -548.95 163.59 -135.45 -5.15 -481.73 -238.15 -193.20 -163.95 -559.68 -399.63 -748.25 163.94 559.69 508.35 -106.29 668.15 450.62 180.05 -67.45 -133.19 25.76 84.52 -75.19 110.60 15.93 -149.29 -6.21 -69.78 17.54 -70.36 -3.52 -122.54 1.27 -347.92 -4.06 47.10 0.98 -49.63 -0.41 -4.56 1.02 5.56 0.22 -65.72 -0.20 -108.50 0.02
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
351 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00
-157.13 -18.76 52.85 133.20 149.31 122.56 49.65 30.47 65.74 58.99 3.02
0.19 0.12 107.94 -25.76 6.21 -1.27 0.41 0.03 0.20 0.16 0.06
-58.97 -3.00 -180.03 -110.58 70.38 -47.09 -35.02 -5.55 157.15 18.77 0.02
-0.16 -0.06 67.45 -15.93 3.52 -0.98 0.15 -0.22 -0.19 -0.12 -0.00
17:07:07 03/17/10
-389.76 -39.24 -229.38 40.80 396.22 136.12 26.39 44.96 402.00 140.26 5.48
0.06 0.11 316.33 -75.19 17.54 -4.06 1.02 -0.33 0.02 0.06 0.11
Helman O. Mozo
Page
Job
352 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 12 "COMBO 2-6"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 2-6": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 4.087e-005 -0.0005769 -0.006286 0.2433 0.2278 0.0615 1.325 -1.326 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0003649 -940.4 63.22 0.0000 0.0000 0.0000 -3.522 -947.4 71.81 D4Z13P -0.0002142 -1000 116.9 0.0000 0.0000 0.0000 -0.0002142 -1007 130.3 D5Z19P -0.0009459 -0.01671 -0.0007604 0.1181 0.0936 1.4198 -6.341 -6.357 18.73 D6Z26P -0.0007226 -877.2 58.98 0.0000 0.0000 0.0000 -2.534 -883.1 85.26 D7Z31P -0.0008901 -1000 108.2 0.0000 0.0000 0.0000 -0.0008901 -1005 139.5 D8Z26P -0.0007374 -0.02304 -0.0006303 0.1524 0.1207 1.7951 -5.834 -5.856 26.28 D9Z13P -0.0003804 -0.01676 -0.0001839 0.0657 0.0596 1.0245 -6.704 -6.72 13.34 D10Z31P -0.0009089 -0.02358 -0.0007505 0.1202 0.1263 1.9270 -5.495 -5.518 31.32 D11Z36P -0.001068 -0.02377 -0.0008911 0.1472 0.1194 1.8109 -5.159 -5.182 36.32 D12Z45P -0.001561 -0.03088 -0.0002573 0.1486 0.1082 1.6220 -4.605 -4.634 44.57 D13Z45P -0.001564 -923.2 62.07 0.0000 0.0000 0.0000 -2.385 -927.8 106.6 D14Z50P -0.001299 -1000 114.5 0.0000 0.0000 0.0000 -0.001299 -1004 164.9 D15Z55P -0.001145 -0.02842 -0.0002981 0.3004 0.0888 1.3673 -3.884 -3.912 55.28 D16Z68P -0.001929 -0.01636 -0.0009282 -0.3767 0.0034 0.0185 3.029 -3.048 67.95 D17Z68P -0.0007301 -0.02187 -0.0004837 -0.1653 0.0366 1.1112 -3.032 -3.053 67.95 D18Z55P -0.001545 -0.02324 -0.0005706 0.2140 0.0070 0.0497 3.882 -3.906 55.28 D19Z75P -0.0004865 -0.006916 -0.001713 -0.0021 0.0087 0.0481 2.533 -2.541 75.35 D20Z75P -0.001826 -0.01353 -0.001099 -0.0810 0.1006 0.9314 -2.536 -2.547 75.35 D21Z81P -0.0006517 -0.001349 -0.002729 -0.0690 -0.0037 0.0483 2.132 -2.134 81.32 D22Z81P -0.001092 -0.004977 -0.002237 0.0292 0.0503 0.7903 -2.134 -2.137 81.32 D23Z86P -0.001091 -0.002326 -0.003201 0.0117 0.0256 0.6887 -1.828 -1.829 85.87 D24Z86P -4.965e-005 0.001118 -0.003714 -0.0073 0.0358 0.0527 1.826 -1.825 85.87 D25Z90P 0.0007225 0.001613 -0.004804 -0.0477 -0.0607 0.0589 1.577 -1.575 89.59 D26Z90P -0.001242 0.0001311 -0.00445 -0.0430 0.1246 0.6003 -1.578 -1.576 89.59 D27Z93P -4.033e-005 -0.0006571 -0.006086 0.2542 -0.2075 0.5168 -1.325 -1.326 93.33 D28Z50P -0.001314 -0.02965 -0.00026 0.0157 0.1051 1.4985 -4.216 -4.244 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P -0.0006012 -940.4 63.22 0.0000 0.0000 0.0000 3.522 -947.4 71.81 D31Z19P 0.0001374 -0.01302 -0.0006586 0.0124 -0.0026 0.0131 6.341 -6.353 18.73 D32Z26P -0.0008145 -877.2 58.98 0.0000 0.0000 0.0000 2.532 -883.1 85.26 D33Z26P -0.0008119 -0.0172 -0.0007312 0.0214 -0.0035 0.0187 5.832 -5.85 26.28 D34Z13P -0.0001185 -0.01328 -0.0001727 -0.0040 0.0071 0.0079 6.703 -6.716 13.34 D35Z31P -0.0008987 -0.01771 -0.0008862 -0.0056 0.0013 0.0198 5.493 -5.512 31.32 D36Z36P -0.0009302 -0.01814 -0.001041 0.0240 0.0017 0.0250 5.157 -5.176 36.32 D37Z45P -0.0008926 -0.02516 -0.0004905 0.0385 0.0006 0.0314 4.602 -4.628 44.57 D38Z45P -0.0008901 -923.2 62.07 0.0000 0.0000 0.0000 2.382 -927.8 106.6 D39Z50P -0.001285 -0.02417 -0.0005186 -0.0850 -0.0040 0.0272 4.213 -4.239 50.35 D40Z113P 0.0003637 -0.1487 -0.01406 0.5553 -0.0119 0.2201 -1.325 -1.474 113.2 D41Z113P 0.0005237 -0.1494 -0.01407 0.5590 0.0092 0.0070 1.326 -1.474 113.2 D42Z110P 0.0004445 -0.1174 -0.01324 0.5150 0.0182 0.2696 -1.325 -1.442 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
353 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P 0.0006781 D44Z107P 0.0004592 D45Z107P 0.0005537 D46Z103P 0.0003617 D47Z103P 0.0005543 D48Z100P 0.0002992 D49Z100P 0.0004327 D50Z97P -0.0001741 D51Z97P 0.0005931 D52Z95P -0.005304 D53Z98P -0.001325 D54Z102P -0.00136 D55Z105P 0.0003606 D56Z108P -0.0002466 D57Z112P 0.0006384 D58Z115P -1.086e-005 D59Z95P 0.005564 D60Z98P 0.001921 D61Z102P 0.002193 D62Z105P 0.0006162 D63Z108P 0.001305 D64Z112P 0.0004341 D65Z115P 0.00116 D66Z117P 0.0008189 D67Z118P 0.0008999 D68Z118P 0.0004278 D69Z117P 0.0004157 D70Z119P 0.001024 D71Z119P 0.0009966 D72Z121P 0.0006984 D73Z121P 0.0008095 D74Z122P 0.0006492 D75Z122P 0.0007127 D76Z124P 0.0004274 D77Z124P 0.0004793 D78Z125P 0.0003607 D79Z125P 0.0003913 D80Z126P 0.0001453 D81Z126P 0.0001816 D82Z128P 0.0001434 D83Z128P -0.0001211 D84Z131P -0.0003938 D85Z131P -0.000453 D86Z129P -5.768e-005 D87Z130P -0.000568 D88Z130P -5.083e-006 D89Z129P -0.0002276 D90Z141P 2.373e-005 D91Z141P 2.415e-005 D92Z131P -0.0002654 D93Z132P -0.0003393 D94Z133P -0.0002316
-0.118 -0.08826 -0.08888 -0.0614 -0.06199 -0.03731 -0.03779 -0.01702 -0.01734 -0.009633 -0.02614 -0.04947 -0.07481 -0.1027 -0.1332 -0.1648 -0.00975 -0.02574 -0.05001 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198 -0.3607 -0.3595 -0.3321 -0.3465 -0.3455 -0.333 -0.5347 -0.5348 -0.3681 -0.3782 -0.3863
-0.01326 -0.01224 -0.01228 -0.01103 -0.0111 -0.009612 -0.009715 -0.007915 -0.008063 -0.006964 -0.008989 -0.01036 -0.01175 -0.01278 -0.01371 -0.01442 -0.007135 -0.008866 -0.01044 -0.0117 -0.01281 -0.01369 -0.01443 -0.01119 -0.009668 -0.009525 -0.01126 -0.01003 -0.009851 -0.0103 -0.01017 -0.01058 -0.01042 -0.01078 -0.01066 -0.01098 -0.01083 -0.01113 -0.011 -0.01113 -0.01128 -0.007529 -0.007559 -0.009995 -0.008801 -0.008783 -0.01006 -0.008687 -0.008715 -0.007733 -0.007875 -0.008044
0.5136 0.4961 0.4961 0.4204 0.4215 0.4219 0.4244 0.2544 0.2582 0.2954 0.3586 0.4131 0.4665 0.5017 0.5449 0.5546 0.3073 0.3561 0.4151 0.4660 0.5004 0.5436 0.5274 0.5210 0.6099 0.5901 0.5479 0.7141 0.6991 0.7116 0.7064 0.7262 0.7181 0.7506 0.7435 0.7633 0.7540 0.7667 0.7623 0.7650 0.7740 0.8723 0.8554 0.7429 0.8091 0.7839 0.7854 1.0279 1.0349 0.9148 0.9276 0.9581
17:07:07 03/17/10
-0.0170 -0.0211 0.0223 0.0492 -0.0467 -0.0831 0.0871 0.1873 -0.1811 0.0021 0.0185 0.0098 0.0059 0.0003 -0.0021 0.0058 0.0022 -0.0130 -0.0066 -0.0043 0.0019 -0.0036 0.0194 -0.0352 0.0357 0.0069 0.0827 -0.0129 0.0122 -0.0069 -0.0100 -0.0049 -0.0058 -0.0065 -0.0068 -0.0041 -0.0058 -0.0116 -0.0060 -0.0002 -0.0074 0.0144 0.0124 -0.0047 0.0189 -0.0211 0.0098 0.0023 0.0022 0.0089 -0.0004 0.0022
0.0160 0.3190 0.0251 0.3684 0.0342 0.4179 0.0433 0.4673 0.0524 0.4920 0.0479 0.3932 0.0297 0.2943 0.0115 0.1954 0.0569 0.4426 0.0388 0.3437 0.0206 0.2449 0.0024 0.0032 0.1854 0.0042 0.1860 0.1831 0.0028 0.1807 0.0015 0.1784 0.0001 0.1760 -0.0013 0.1737 -0.0027 0.1713 -0.0040 -0.0054 0.1690 0.1669 0.0131 -0.0042 0.1697 0.0056 0.1696 0.1668 0.0131 0.0131 0.1669 0.0131
1.326 -1.325 1.326 -1.325 1.326 -1.325 1.325 -1.325 1.326 -1.33 1.324 -1.326 1.325 -1.325 1.326 -1.325 1.331 -1.323 1.327 -1.324 1.326 -1.325 1.326 0.9025 -0.6891 0.6904 -0.9013 -0.689 0.691 -0.6893 0.6908 -0.6894 0.6907 -0.6896 0.6905 -0.6896 0.6904 -0.6899 0.6902 0.6901 -0.6901 -0.3504 0.3495 0.5766 -0.4639 0.4633 -0.5769 -0.35 0.35 0.3497 -0.3503 0.3498
-1.443 -1.413 -1.414 -1.386 -1.387 -1.362 -1.363 -1.342 -1.342 -1.335 -1.351 -1.374 -1.4 -1.428 -1.458 -1.49 -1.335 -1.351 -1.375 -1.399 -1.428 -1.458 -1.49 -1.085 -0.8823 -0.8833 -1.085 -0.8992 -0.8997 -0.9168 -0.9171 -0.9346 -0.9348 -0.9529 -0.9529 -0.9718 -0.9715 -0.9907 -0.9902 -1.009 -1.01 -0.7107 -0.7095 -0.9087 -0.8098 -0.8088 -0.9096 -0.8847 -0.8848 -0.7181 -0.7282 -0.7363
109.9 106.6 106.6 103.3 103.3 99.97 99.97 96.65 96.65 94.99 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.31 101.6 104.9 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
354 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
-0.0002947 -0.0002085 -0.0002477 -0.0001804 -0.0002017 -0.0001472 -0.000156 -0.0001133 -0.0001104 -7.895e-005 -6.527e-005 -4.102e-005 -2.061e-005 2.446e-006 0.002182 -0.002165 -0.001096 -0.001004 -0.003906 -0.001228 -0.0005938 0.0003557 -0.0002967 -0.0002653 -0.0002263 -0.0001865 -0.0001455 -0.0001045 -6.29e-005 -1.984e-005 -0.002099 0.001191 -0.0006956 -0.0003369 -0.0009964 -0.000908 0 0.0001287 -940.3 -141.3 -877.2 -144.6 -923.2 -143.1 0.001382 0.0009968 0.0003539 0.0001202 0.0002206 -0.001181 940.3 -0.0005141
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17:07:07 03/17/10
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Helman O. Mozo
Page
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355 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
7.6 6.34 883.1 5.833 6.703 5.494 5.159 4.603 927.8 4.215 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.324 1.322 1.324 1.324 1.324 0.9011 0.6898 0.69 0.69 0.6901 0.6901 0.6902 0.6902 0.6901 0.3506 0.577 0.4636 0.3497 0.3506 0.3505 0.3504 0.3503 0.3501 0.35 0.3499 0.3498 0.3497 0.3505 0.3504 0.3503 0.3502 0.3501 0.35 0.3499
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Helman O. Mozo
Page
Job
356 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
357 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0002503 0.0002469 0.0003911 0.0005572 0.0004465 0.0007392 -0.00034 0.0006638 0.0005451 0.0004153 0.0002928 0.0001733 5.453e-005 -6.378e-005 -0.0001766 -0.0002858 0.0005603 0.0004392 0.0003257 0.000213 0.000101 -1.088e-005 -0.0001218 -0.0002312 -0.0008347 0.001878 0.0008495 0.001507 0.001311 0.0004515 0 -940.3 141.3 -877.2 144.6 -923.2 143.1 940.3 877.2 923.2 -0.0003307 -0.0003255 -0.0002691 -0.0002251 -0.0001787 -0.0001332 -8.777e-005 -4.289e-005 1.581e-006
-0.2818 0.006353 0.7625 0.0023 -0.3007 0.00651 0.7695 0.0021 -0.32 0.006621 0.7755 0.0066 -0.3607 0.002826 0.8630 0.0071 -0.3329 0.005412 0.7624 0.0009 -0.3465 0.004125 0.8054 -0.0111 -0.5347 0.003865 1.0270 -0.0056 -0.3693 0.002989 0.9049 0.0004 -0.3873 0.003276 0.9508 -0.0057 -0.4061 0.003491 0.9880 -0.0053 -0.4254 0.003644 1.0025 -0.0055 -0.4449 0.003751 1.0209 -0.0055 -0.4648 0.00382 1.0319 -0.0055 -0.4849 0.003855 1.0380 -0.0055 -0.5049 0.003864 1.0281 -0.0056 -0.5248 0.003865 1.0282 -0.0056 -0.3782 0.003151 0.9314 -0.0077 -0.3966 0.003401 0.9712 -0.0072 -0.4157 0.00358 0.9965 -0.0068 -0.4351 0.003707 1.0116 -0.0065 -0.4549 0.003795 1.0271 -0.0064 -0.4748 0.003846 1.0365 -0.0064 -0.4949 0.003863 1.0334 -0.0060 -0.5148 0.003865 1.0275 -0.0057 0.0007552 0.001926 0.0094 -0.0724 -0.001413 0.0001522 0.0197 -0.0004 -0.004282 -0.0009692 -0.0466 -0.0436 -0.009634 -0.002064 -0.0244 -0.0353 -0.01204 -0.002517 0.0143 -0.0332 -0.06202 -0.005662 -0.0591 -0.0539 0 0 0.0000 0.0000 -0.01553 63.22 0.0000 0.0000 -0.01453 -9.497 0.0000 0.0000 -0.02312 58.97 0.0000 0.0000 -0.02328 -9.724 0.0000 0.0000 -0.03141 62.06 0.0000 0.0000 -0.02959 -9.623 0.0000 0.0000 -0.01417 -63.22 0.0000 0.0000 -0.02291 -58.98 0.0000 0.0000 -0.03085 -62.07 0.0000 0.0000 -0.3693 -0.007721 0.9097 0.0009 -0.3873 -0.00803 0.9516 0.0027 -0.4061 -0.008267 0.9902 0.0023 -0.4254 -0.008431 1.0002 0.0024 -0.4449 -0.008551 1.0206 0.0024 -0.4648 -0.008632 1.0321 0.0024 -0.4849 -0.008676 1.0404 0.0023 -0.5049 -0.008685 1.0258 0.0023 -0.5248 -0.008687 1.0277 0.0023
Joint Support Reactions for Load Case "COMBO 2-6":
17:07:07 03/17/10
0.0754 0.0758 0.0762 0.0565 0.0738 0.0642 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0565 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.0564 0.3094 0.3691 0.4313 0.5071 0.6025 0.7480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1669 0.1669 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668 0.1668
-0.6897 0.4082 125.1 -0.6898 0.3893 126.5 -0.6896 0.37 127.9 -0.3494 -0.01073 130.9 -0.5762 0.2438 128.9 -0.4626 0.1169 129.9 -0.3503 -0.1847 140.9 -0.3493 -0.0193 131.4 -0.3495 -0.03731 132.6 -0.3496 -0.05609 133.7 -0.3497 -0.07537 134.8 -0.3498 -0.09495 135.9 -0.3499 -0.1148 137 -0.3501 -0.1349 138.1 -0.3502 -0.1549 139.2 -0.3503 -0.1748 140.3 -0.3494 -0.0282 132 -0.3496 -0.0466 133.1 -0.3497 -0.0657 134.2 -0.3498 -0.08511 135.3 -0.3499 -0.1049 136.4 -0.35 -0.1248 137.5 -0.3501 -0.1449 138.7 -0.3502 -0.1648 139.8 -1.441 1.441 91.63 -1.69 1.691 87.87 -1.967 1.963 83.77 -2.314 2.306 78.59 -2.759 2.748 71.98 -3.404 3.343 62.39 -1.325 1.457e-011 93.33 -947.4 3.507 71.81 134.6 -0.01453 3.843 -883.1 2.51 85.26 139.1 -0.02328 21.6 -927.8 2.352 106.6 138.9 -0.02959 40.73 933.3 -3.537 -54.63 871.4 -2.556 -32.69 918.6 -2.414 -17.49 -0.3503 -0.7193 131.4 -0.3503 -0.7373 132.5 -0.3503 -0.7561 133.7 -0.3502 -0.7754 134.8 -0.3502 -0.7949 135.9 -0.3501 -0.8148 137 -0.3501 -0.8349 138.1 -0.35 -0.8549 139.2 -0.35 -0.8748 140.3
Helman O. Mozo
Page
Job
358 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -0.99 0.0 0.58 0.0 183.25 0.0 0.0 183.25 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 18.30 0.0 50.91 0.0 209.82 0.0 0.0 216.68 0.0 -3.38 0.0 -1.4 0.0 -3.58 0.0 0.0 D29Z0P -14.22 0.0 40.85 0.0 166.43 0.0 0.0 171.96 0.0 -2.51 0.0 1.0 0.0 -0.27 0.0 0.0 D137Z93P -0.00 0.0 150.83 0.0 36.12 0.0 0.0 155.10 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P 3.07 0.0 30.34 0.0 -46.24 0.0 0.0 55.39 0.0 -2.91 0.0 -0.8 0.0 -0.26 0.0 0.0 D212Z93P 1.69 0.0 0.58 0.0 -89.83 0.0 0.0 89.85 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -4.23 0.0 38.79 0.0 -72.36 0.0 0.0 82.21 0.0 -3.77 0.0 1.3 0.0 -3.06 0.0 0.0 D287Z93P -0.00 0.0 167.37 0.0 34.64 0.0 0.0 170.92 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 2-6": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ------------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.5807 -0.6493 0.9870 -0.0000 -182.5960 0.0000 0.0000 0.0000 D1Z93P 0.0000 -1.2532 -1.3966 0.0000 1.2532 1.3966 0.0000 -0.0006 -0.0063 D2Z0P 0.0000 -1.8892 -2.1105 -18.2999 -49.0255 -207.7072 0.0000 0.0000 0.0000 D3Z9P 0.0000 -1.8892 -2.1105 0.0000 0.9488 2.1738 0.0004 -940.3602 63.2206 D4Z13P 0.0000 -1.8892 -2.1105 -0.0000 0.1498 2.2275 -0.0002 -1000.0000 116.9443 D5Z19P -0.5646 -6.8774 -6.4779 0.5646 6.8774 6.4779 -0.0009 -0.0167 -0.0008 D6Z26P 0.0000 -1.7624 -2.1608 -0.0000 0.8852 2.2198 -0.0007 -877.2481 58.9760 D7Z31P 0.0000 -1.7624 -2.1608 -0.0000 0.1525 2.2690 -0.0009 -1000.0000 108.2298 D8Z26P -0.5727 -5.0342 -4.3674 0.5727 5.0342 4.3674 -0.0007 -0.0230 -0.0006 D9Z13P -0.1455 -2.7205 -3.2337 0.1455 2.7205 3.2337 -0.0004 -0.0168 -0.0002 D10Z31P -0.9159 -6.9952 -5.7608 0.9159 6.9951 5.7608 -0.0009 -0.0236 -0.0008 D11Z36P 0.0000 -5.0732 -4.6139 -0.0000 5.0731 4.6139 -0.0011 -0.0238 -0.0009 D12Z45P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0016 -0.0309 -0.0003 D13Z45P 0.0000 -1.8548 -2.1381 -0.0000 0.9315 2.2002 -0.0016 -923.2267 62.0670 D14Z50P 0.0000 -1.8548 -2.1381 -0.0000 0.1514 2.2527 -0.0013 -1000.0000 114.5133 D15Z55P 0.0000 -4.4539 -5.1309 -0.0000 4.4539 5.1309 -0.0011 -0.0284 -0.0003 D16Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0019 -0.0164 -0.0009 D17Z68P 0.0000 -9.9102 -4.7479 -0.0000 9.9102 4.7479 -0.0007 -0.0219 -0.0005 D18Z55P 0.0000 -10.1865 -5.4729 -0.0000 10.1865 5.4729 -0.0015 -0.0232 -0.0006 D19Z75P 0.0000 -2.4632 -2.6067 -0.0000 2.4632 2.6067 -0.0005 -0.0069 -0.0017 D20Z75P 0.0000 -8.5800 -2.9487 -0.0000 8.5799 2.9487 -0.0018 -0.0135 -0.0011 D21Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0007 -0.0013 -0.0027 D22Z81P 0.0000 -2.0041 -2.1115 -0.0000 2.0041 2.1115 -0.0011 -0.0050 -0.0022 D23Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0011 -0.0023 -0.0032 D24Z86P 0.0000 -1.5665 -1.6721 -0.0000 1.5665 1.6721 -0.0000 0.0011 -0.0037 D25Z90P 0.0000 -1.3723 -1.5014 0.0000 1.3724 1.5014 0.0007 0.0016 -0.0048 D26Z90P 0.0000 -1.3723 -1.5014 -0.0000 1.3723 1.5014 -0.0012 0.0001 -0.0044 D27Z93P 0.0000 -1.2532 -1.3966 -0.0000 1.2532 1.3966 -0.0000 -0.0007 -0.0061 D28Z50P 0.0000 -1.8548 -2.1381 -0.0000 1.8547 2.1381 -0.0013 -0.0296 -0.0003 D29Z0P 0.0000 -1.8892 -2.1105 14.2158 -38.9564 -164.3222 0.0000 0.0000 0.0000 D30Z9P 0.0000 -1.8892 -2.1105 -0.0000 0.9488 2.1738 -0.0006 -940.3586 63.2205 D31Z19P 0.0000 -3.6516 -4.2713 0.0000 3.6516 4.2713 0.0001 -0.0130 -0.0007
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
359 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.7624 -1.7624 -1.8892 -1.7624 -3.6172 -1.8548 -1.8548 -1.8548 -0.6493 -0.6493 -0.6452 -0.6452 -0.6683 -0.6683 -0.6639 -0.6639 -0.6325 -0.6325 -0.5807 -0.5807 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5807 -1.2132 -1.2963 -3.1414 -1.3135 -1.2945 -1.2390 -0.5897 -0.8747 -0.8747 -0.5897 -0.5708 -0.5708 -3.6161 -3.6161 -0.5736 -0.5736 -0.5669 -0.5669 -3.6264 -3.6264 -0.5615 -0.5615 -0.5244 -0.5244
-2.1608 -2.1608 -2.1105 -2.1608 -4.2989 -2.1381 -2.1381 -2.1381 -0.6965 -0.6965 -0.6965 -0.6965 -0.7437 -0.7437 -0.7437 -0.7437 -0.6965 -0.6965 -0.6493 -0.6493 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6493 -1.3459 -1.4403 -2.6754 -1.4403 -1.3931 -1.3927 -0.6962 -1.1453 -1.1453 -0.6962 -0.8813 -0.8813 -1.8904 -1.8904 -0.8644 -0.8644 -0.8545 -0.8545 -1.8706 -1.8706 -0.8446 -0.8446 -0.6331 -0.6331
-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
17:07:07 03/17/10
0.8852 1.7624 1.8892 1.7624 3.6172 1.8547 0.9315 1.8547 0.6491 0.6491 0.6451 0.6451 0.6682 0.6682 0.6638 0.6638 0.6324 0.6324 0.5807 0.5807 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5807 1.2131 1.2963 3.1413 1.3134 1.2944 1.2388 0.5895 0.8745 0.8745 0.5895 0.5706 0.5706 3.6159 3.6159 0.5734 0.5734 0.5666 0.5666 3.6261 3.6261 0.5612 0.5612 0.5241 0.5241
2.2198 2.1608 2.1105 2.1608 4.2989 2.1381 2.2002 2.1381 0.6965 0.6965 0.6965 0.6965 0.7437 0.7437 0.7437 0.7437 0.6965 0.6965 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8705 1.8705 0.8445 0.8445 0.6331 0.6331
-0.0008 -0.0008 -0.0001 -0.0009 -0.0009 -0.0009 -0.0009 -0.0013 0.0004 0.0005 0.0004 0.0007 0.0005 0.0006 0.0004 0.0006 0.0003 0.0004 -0.0002 0.0006 -0.0053 -0.0013 -0.0014 0.0004 -0.0002 0.0006 -0.0000 0.0056 0.0019 0.0022 0.0006 0.0013 0.0004 0.0012 0.0008 0.0009 0.0004 0.0004 0.0010 0.0010 0.0007 0.0008 0.0006 0.0007 0.0004 0.0005 0.0004 0.0004 0.0001 0.0002 0.0001 -0.0001
-877.2445 -0.0172 -0.0133 -0.0177 -0.0181 -0.0252 -923.2226 -0.0242 -0.1487 -0.1494 -0.1174 -0.1180 -0.0883 -0.0889 -0.0614 -0.0620 -0.0373 -0.0378 -0.0170 -0.0173 -0.0096 -0.0261 -0.0495 -0.0748 -0.1027 -0.1332 -0.1648 -0.0098 -0.0257 -0.0500 -0.0742 -0.1033 -0.1327 -0.1652 -0.1835 -0.1923 -0.1933 -0.1828 -0.2092 -0.2097 -0.2268 -0.2271 -0.2446 -0.2448 -0.2629 -0.2629 -0.2818 -0.2815 -0.3007 -0.3002 -0.3193 -0.3198
58.9758 -0.0007 -0.0002 -0.0009 -0.0010 -0.0005 62.0668 -0.0005 -0.0141 -0.0141 -0.0132 -0.0133 -0.0122 -0.0123 -0.0110 -0.0111 -0.0096 -0.0097 -0.0079 -0.0081 -0.0070 -0.0090 -0.0104 -0.0118 -0.0128 -0.0137 -0.0144 -0.0071 -0.0089 -0.0104 -0.0117 -0.0128 -0.0137 -0.0144 -0.0112 -0.0097 -0.0095 -0.0113 -0.0100 -0.0099 -0.0103 -0.0102 -0.0106 -0.0104 -0.0108 -0.0107 -0.0110 -0.0108 -0.0111 -0.0110 -0.0111 -0.0113
Helman O. Mozo
Page
Job
360 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.3342 -0.3342 -0.2434 -0.2434 -0.2434 -0.2434 -0.0977 -0.0977 -0.0908 -0.1818 -0.0910 -0.1821 -0.0911 -3.0405 -0.0913 -0.1827 -0.0914 -0.1830 -0.0916 -0.1834 -0.0918 -3.0614 -0.0919 -0.1897 -0.0977 -0.6725 -4.6444 -4.7718 -1.1374 -7.3840 -8.4784 -1.8892 -1.8892 -0.1818 -0.1821 -3.0405 -0.1827 -0.1830 -0.1834 -3.0614 -0.1897 -0.6725 -0.6998 -0.8667 -1.1374 -1.3258 -8.4784 -0.5807 -1.2532 -1.8892 -1.8892 -1.7624
-0.2976 -0.2976 -0.2108 -0.2108 -0.2108 -0.2108 -0.0929 -0.0929 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -1.1023 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -0.1735 -0.0868 -1.1023 -0.0868 -0.1797 -0.0929 -0.7473 -1.0961 -1.2600 -1.1935 -1.7552 -3.3347 -2.1105 -2.1105 -0.1735 -0.1735 -1.1023 -0.1735 -0.1735 -0.1735 -1.1023 -0.1797 -0.7473 -0.7541 -0.9180 -1.1935 -1.4132 -3.3347 -0.6493 -1.3966 -2.1105 -2.1105 -2.1608
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
361 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
362 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
363 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0095 0.0035 0.0065 0.0087 0.0101 0.0069 0.0052 0.0055 0.0058 0.0060 0.0062 0.0064 0.0065 0.0066 0.0028 0.0054 0.0041 0.0039 0.0030 0.0033 0.0035 0.0036 0.0038 0.0038 0.0039 0.0039 0.0039 0.0032 0.0034 0.0036 0.0037 0.0038 0.0038 0.0039 0.0039 0.0019 0.0002 -0.0010 -0.0021 -0.0025 -0.0057 0.0000 63.2165 -9.4969 58.9742 -9.7241 62.0641 -9.6226 -63.2176 -58.9767 -62.0674 -0.0077
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0910 -0.0911 -0.0913 -0.0914 -0.0916 -0.0918 -0.0919 -0.0977
-0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0868 -0.0929
-0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000
0.0906 0.0907 0.0909 0.0910 0.0911 0.0913 0.0914 0.0972
0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 32.53 -13210.05 -1807.37 5400.65 354.62 -4551.87 -846.77 D128P 32.53 -5400.65 -354.62 -3068.77 -2344.50 -4149.19 -1322.31 D129P 32.53 1510.56 789.17 1139.77 20.38 1321.40 403.62 D130P 32.52 -415.11 -94.25 857.08 -1328.17 179.53 -577.79 D131P 32.52 864.54 -1043.70 -670.79 1242.96 59.50 61.19 D132P 32.52 -610.75 1745.86 5381.07 -9117.33 1178.16 -1820.59 D133P 32.52 -5381.07 9117.33 -8141.02 14848.12 -2423.48 4295.18 D134P 32.52 1068.85 2000.04 5031.23 9195.45 1231.78 2260.69 D135P 32.52 1068.85 -2000.04 -328.78 520.85 127.46 -254.77 D136P 32.52 328.78 -520.85 431.39 -763.09 91.67 -154.84 D137P 32.52 -431.39 763.09 -53.18 34.26 -96.48 158.75 D138P 32.52 53.18 -34.26 -224.61 728.71 -33.89 137.31 D139P 32.52 224.61 -728.71 291.71 -899.42 68.08 -214.68 D140P 32.52 -291.71 899.42 -212.84 294.69 -93.10 220.34 D141P 32.52 212.84 -294.69 -606.16 1581.47 -82.43 269.68 D142P 32.52 606.16 -1581.47 1081.96 -2477.12 195.64 -470.36 D143P -138.69 -4623.51 34175.07 -1973.30 14969.94 -3973.98 29605.43 D144P -212.47 -390.56 -2476.06 6267.07 585.93 5553.20 -1786.14 D145P -138.69 8066.48 -10615.36 4623.52 -34175.07 7621.62 -26901.16 D146P -138.69 1973.30 -14969.94 -3443.07 5944.46 -885.40 -5437.03 D147P -138.68 950.56 -6856.36 -1479.33 -1354.97 -318.54 -4946.59 D148P -138.68 591.51 -3226.90 -1095.84 -1660.57 -303.82 -2944.26 D149P -38.05 337.50 720.49 818.40 816.05 813.60 1081.52 D150P -38.05 -150.15 3479.78 4871.39 3991.59 3323.15 5258.88 D151P 14.24 523.92 327.10 388.50 133.89 906.81 458.16 D152P -0.00 500.95 -627.34 -273.12 -728.06 410.91 -2444.61 D153P -0.00 43.50 -123.03 -17.81 -94.62 46.34 -392.54 D154P -212.47 -390.56 2476.06 -2215.67 -230.18 -1231.42 1061.16 D155P 32.52 -5031.23 -9195.45 -8141.02 -14848.12 -1842.91 -3363.90 D156P 32.52 670.79 -1242.96 610.75 -1745.86 378.66 -883.11 D157P 32.52 -857.09 1328.17 -864.54 1043.70 -628.20 865.47 D158P 32.53 -1139.77 -20.38 415.11 94.25 -343.65 35.03 D159P 32.53 3068.77 2344.50 -1510.56 -789.17 900.14 898.48 D160P -138.68 3443.08 -5944.46 -104.43 1235.90 2011.23 -2836.49 D161P -138.68 104.43 -1235.90 606.25 -11051.18 428.12 -7401.85 D162P -138.68 -606.24 11051.18 -950.55 6856.36 -937.83 10787.68 D163P -138.68 1479.34 1354.97 -114.05 3075.56 822.46 2669.00
-0.0003 -0.0003 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000
-0.3873 -0.4061 -0.4254 -0.4449 -0.4648 -0.4849 -0.5049 -0.5248
-0.0080 -0.0083 -0.0084 -0.0086 -0.0086 -0.0087 -0.0087 -0.0087
Helman O. Mozo
Page
Job
365 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
-138.68 -138.68 -138.68 -138.68 -38.05 -38.05 -38.05 -38.05 -38.05 14.24 14.23 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 13.11 13.11 13.11 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 13.10 -211.99 -613.80 -211.99 -211.99 -211.99 -212.00 20.16 20.16 -29.95
114.05 -3075.56 -120.89 120.90 5209.23 -591.50 1095.85 1660.57 337.25 -337.24 -2837.29 1368.11 -186.25 -1320.17 150.16 -352.22 911.85 186.26 -818.38 -816.05 352.23 -722.23 -706.28 -337.49 600.43 140.52 722.24 -388.51 -133.90 -263.54 263.53 -534.52 797.81 95.47 -468.19 -102.18 159.14 -358.72 -73.78 38.75 -256.75 -35.86 83.39 -182.37 -38.20 42.68 -67.64 22.66 -37.36 -24.10 32.03 24.01 -4.81 14.96 273.14 728.06 -95.45 102.20 404.15 -159.13 73.80 303.07 -38.73 35.88 213.47 -83.37 38.22 151.92 -43.48 17.82 94.62 -42.66 -22.64 41.67 37.37 -32.01 8.13 -23.99 -14.95 2.37 0.02 7402.26 -2377.56 -2856.69 2856.69 -232.61 1440.78 -2398.90 -601.24 -3256.45 -1573.33 -2048.41 -1351.04 -805.86 -682.26 393.57 322.75 1645.95 -5500.08 5500.08 9109.15 8268.51 -1001.25 2038.90 -5177.37 -1001.25 -2038.89 574.42 -574.42 -557.22 -629.99 629.99 787.96 2.13 -2.13 -29.63 539.55 -539.55 -740.45 -655.04 655.04 978.13 211.16 -211.16 -295.65 1011.11 -1011.11 -1757.11 -1493.76 5477.04 -18464.14 1181.11 -35.16 -1337.67 -5015.61 3559.67 6908.71 -5477.04 -1181.11 9476.56 784.35 -249.57 5155.72 -234.36 31.32 2679.95 -905.38 -52.35 543.86 532.59 110.14 547.01 5129.26 -308.70 -312.16 -244.67
-5209.23 3226.90 2837.29 -1765.33 -3479.78 1320.17 -911.85 -720.49 706.28 534.51 -88.24 -404.15 -303.07 -213.47 -151.92 -41.67 -8.13 -2.37 468.19 358.72 256.75 182.37 123.03 67.64 24.10 4.81 -0.00 232.61 -3290.08 -1477.04 -2142.41 1419.55 -9109.15 14838.81 9284.19 557.22 -787.96 29.63 740.44 -978.13 295.65 1757.11 -2640.61 -9476.56 2152.54 18464.14 -24.59 2446.19 1502.30 741.72 -1963.89 -152.61
17:07:07 03/17/10
-4.12 -4990.84 -283.50 5082.00 863.31 2709.56 621.01 -2772.66 -25.40 -3378.55 -116.81 1571.06 -328.11 -1216.22 -745.90 -1004.26 930.99 596.03 -648.04 398.15 1054.82 -618.93 -12.10 -1573.35 153.96 -1193.61 5.21 -848.09 81.51 -602.93 117.85 -197.15 -9.60 -58.13 70.29 -12.95 320.47 2157.57 -102.68 1375.92 63.24 1009.69 -85.66 713.93 -9.49 495.90 -44.80 292.65 26.57 118.63 -101.01 23.33 -26.92 4.27 2649.48 -1250.23 2105.34 -1725.77 -2819.63 -1036.19 -1187.88 -1702.31 -126.61 226.41 -1278.68 -1843.24 2467.66 4292.04 -1247.64 2286.46 -73.52 -255.19 -145.25 -162.22 125.86 162.78 106.26 140.54 -157.51 -226.60 159.84 235.04 167.65 306.29 -290.29 -509.66 4010.94 -16831.75 -4772.89 770.04 -1151.57 15238.95 -239.01 5693.96 -291.53 4579.46 -526.54 2519.43 338.03 904.88 3687.86 -997.30 -549.98 -461.91
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -613.79 13.10 13.10 13.10 13.10 13.11 -211.99 -211.99 -211.99 -211.99 -211.99 -211.99 -212.00 -212.00 20.16 20.16 20.16 20.16 20.16 -29.96 -29.96 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.03 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -743.35 -743.35 -743.37 -743.38 -743.40 -743.42 -743.43 -743.46 -743.47 -743.49 -743.51 509.76 1201.87
616.77 22.29 -35.17 5177.37 -393.57 1351.04 3256.45 -1440.78 -784.35 1121.15 2498.29 234.37 326.67 1265.26 905.39 -509.47 -55.78 -606.40 -532.58 -137.37 -2.99 244.68 -187.38 163.73 87.13 -88.68 32.72 -5.63 -164.12 -21.52 47.28 156.23 171.06 137.91 63.18 42.47 75.89 62.84 4.79 7977.69 2971.78 -2435.49 -1573.57 -917.63 221.37 4868.51 -882.41 -882.41 -607.57 655.32 -12.65 -675.22
350.51 -0.20 1337.66 -9284.19 -1419.55 2142.41 1477.04 3290.08 24.59 2912.34 -7222.63 -2446.19 3185.31 -4073.21 -1502.30 2293.06 -990.08 895.91 -741.72 136.86 -439.57 152.60 -541.66 -81.51 19.26 -4.34 1.24 0.16 0.19 0.17 134.50 -31.12 7.46 -1.55 0.52 -0.02 0.18 0.18 0.08 3012.88 760.51 475.72 2029.13 863.69 -1632.77 -8395.56 -1933.35 1933.35 570.67 -799.70 135.19 1015.36
-47.27 -134.50 1027.16 -42.45 0.02 -36.36 1693.49 -1331.79 783.54 8268.51 -14838.81 1881.20 -322.75 -1645.95 -211.65 805.86 682.26 787.03 1573.33 2048.41 2290.42 2398.90 601.24 553.48 -1121.14 -2912.34 -1147.88 -2498.28 7222.63 -829.60 249.58 -5155.72 1655.35 -326.66 -3185.31 -55.59 -1265.26 4073.21 -565.41 -31.31 -2679.95 743.35 509.48 -2293.06 852.33 171.46 2223.50 -203.62 -110.13 -547.01 -116.78 55.80 990.08 -387.56 606.42 -895.91 51.97 52.36 -543.86 -59.83 137.38 -136.86 94.60 187.39 541.65 429.42 -683.96 185.86 -866.00 -156.21 31.12 13.56 -171.04 -7.46 -151.34 -137.89 1.55 -408.65 -63.16 -0.52 -54.90 -75.87 -0.18 -146.99 -62.82 -0.18 -409.32 -4.78 -0.08 -47.43 -163.71 81.51 -209.99 -87.11 -19.26 124.66 88.70 4.34 468.50 -32.71 -1.24 189.75 -22.27 0.20 73.78 5.65 -0.16 86.78 164.14 -0.19 432.92 21.54 -0.17 152.17 0.02 0.00 8.68 -2971.78 -760.51 2917.80 1873.39 2889.98 2373.66 -3678.69 2211.56 -3048.40 -857.54 1326.67 -987.52 51.79 -847.28 -265.89 -4868.51 8395.56 -1147.74 7494.60 -14086.30 2215.76 -4705.43 -8854.77 -1128.35 607.57 -570.67 -47.34 -655.32 799.70 -152.30 12.65 -16.02 132.99 675.22 -949.56 131.00 -791.71 1296.35 -193.42
17:07:07 03/17/10
389.60 -0.32 2.77 -3375.02 -905.77 1030.69 1671.87 2247.92 -1739.61 6105.41 -7456.84 -3392.47 4372.60 -4068.17 -2286.37 2720.82 -1081.91 1327.50 -1152.68 -286.47 -405.74 689.98 -353.61 -90.88 21.28 -5.03 1.30 -0.03 0.02 0.15 389.60 -90.88 21.28 -5.03 1.30 -0.32 -0.03 0.02 0.15 1312.84 1788.38 1339.82 1363.13 5.04 1670.26 -4029.28 -2178.44 234.70 165.26 -162.41 -161.02 304.81
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P 1884.25 791.71 D503P 2039.94 -253.91 D504P 3393.14 -1121.16 D505P -454.83 5531.69 D506P -94.69 350.51 D507P -454.83 3470.47 D508P -454.82 -1055.02 D509P -454.81 -234.39 D510P -454.79 -7.33 D511P 12.15 382.14 D512P 12.14 -81.97 D513P -14.52 -433.74 D514P -0.02 335.71 D515P -0.01 43.67 D516P -94.69 350.50 D517P -743.44 4705.43 D518P -743.41 -51.79 D519P -743.39 857.55 D520P -743.37 3678.69 D521P -743.36 -1873.39 D522P -454.82 -826.15 D523P -454.81 1134.65 D524P -454.81 2539.05 D525P -454.80 238.02 D526P -454.80 355.55 D527P -454.80 1304.35 D528P -454.79 754.18 D529P -454.79 -76.23 D530P 12.14 -258.71 D531P 12.14 -279.98 D532P 12.14 -874.85 D533P 12.15 -702.92 D534P 12.15 424.39 D535P -14.51 337.90 D536P -14.51 -180.03 D537P -0.02 135.68 D538P -0.01 148.93 D539P -0.01 41.33 D540P -0.01 82.76 D541P -0.01 42.62 D542P -0.00 -37.34 D543P -0.00 24.02 D544P -0.02 210.62 D545P -0.01 117.19 D546P -0.01 69.98 D547P -0.01 36.86 D548P -0.01 37.99 D549P -0.01 17.88 D550P -0.00 -22.67 D551P -0.00 -32.00 D552P -0.00 -14.94 D670P -1152.39 -13385.40
-1231.47 412.85 2205.17 18557.53 2208.68 -7811.69 -9472.34 -5189.27 -2720.43 649.18 3276.32 -166.23 -464.35 -103.65 -2208.67 8854.77 847.28 -1326.67 -2211.56 -2889.98 -109.55 -2970.42 7191.44 2410.29 -3206.32 4067.09 1427.47 -2194.30 -1203.20 833.19 -722.76 -631.55 189.03 89.33 551.66 -427.40 -324.71 -228.51 -160.72 -50.57 -13.48 -0.66 662.34 369.34 269.57 190.69 131.39 76.40 25.70 2.84 -0.50 4150.65
253.91 -398.05 192.94 -300.69 1121.16 -2076.51 181.76 -348.67 -1714.21 3315.88 -328.60 639.84 1055.02 9472.35 3967.90 16885.47 -7096.87 363.98 -6375.19 2431.11 -5531.69 -18557.53 -1237.97 -15837.37 826.16 109.55 -137.86 -5640.24 -238.01 -2410.29 -284.58 -4578.05 -754.17 -1427.47 -458.74 -2498.73 874.86 722.76 884.77 965.67 4752.45 5284.04 3287.42 6025.39 -337.89 -89.33 -766.89 -253.99 -210.61 -662.34 225.64 -2032.11 -17.86 -76.40 46.55 -324.73 2322.34 1286.67 1262.89 -435.63 7494.60 14086.30 1706.89 3209.65 -221.37 1632.77 -80.71 732.78 917.63 -863.69 647.75 -799.24 1573.57 -2029.13 2490.77 -2011.06 2435.49 -475.72 324.72 -1944.29 -1134.65 2970.42 -1181.21 1723.42 -2539.04 -7191.44 -846.02 -6121.60 234.39 5189.27 1670.75 7458.26 -355.54 3206.32 -70.80 3383.50 -1304.34 -4067.09 -571.56 -4381.57 7.34 2720.43 790.17 4088.86 76.24 2194.30 500.25 2181.79 788.43 -2495.86 429.04 -2825.40 81.98 -3276.32 -124.39 -3153.01 258.72 1203.20 -14.96 1433.36 279.99 -833.19 -418.70 -1095.19 -382.13 -649.18 -763.74 -901.47 702.93 631.55 793.49 577.58 180.04 -551.65 514.75 -459.48 -565.72 89.81 -741.16 637.53 -117.18 -369.34 33.38 -1437.02 -69.96 -269.57 142.43 -1071.86 -36.84 -190.69 8.10 -756.06 -37.97 -131.39 80.79 -526.85 22.68 -25.70 117.78 -137.57 32.02 -2.84 -9.60 -29.42 14.96 0.50 70.30 -0.28 -135.66 427.40 135.20 1965.46 -148.91 324.71 -57.21 1251.81 -41.31 228.51 51.70 898.34 -82.74 160.72 -82.76 633.80 -43.65 103.65 -10.21 423.92 -42.60 50.58 -44.59 229.01 37.36 13.48 26.51 70.67 -24.00 0.66 -101.01 6.30 0.02 0.00 -26.91 -0.90 5799.02 -952.80 -4421.88 1863.93
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
368 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
-1152.40 -1152.42 -1152.45 -1152.48 -1152.51 -1152.53 -1152.58 -1152.60 -1152.63 -1152.66 1297.74 2523.43 3731.89 3887.58 3887.57 -754.33 118.58 -754.34 -754.33 -754.30 -754.28 -64.84 -64.85 17.08 -0.05 -0.02 118.57 -1152.55 -1152.49 -1152.46 -1152.44 -1152.41 -754.32 -754.31 -754.30 -754.29 -754.29 -754.28 -754.27 -754.27 -64.85 -64.84 -64.84 -64.83 -64.83 17.09 17.09 -0.05 -0.04 -0.03 -0.03 -0.02
-5799.02 952.81 -2405.06 3822.58 -4019.20 2339.48 2961.74 503.55 2742.54 1070.95 2844.03 785.01 1724.30 2334.83 1036.58 1995.71 1121.47 1759.07 -307.59 -257.35 1680.79 810.83 421.70 169.97 4823.32 3876.63 7768.46 11656.09 3109.89 3836.24 -7768.47 -11656.10 -8202.75 -14834.13 -2862.42 -4747.68 1030.78 -1965.04 4878.40 -9035.20 1193.24 -2221.27 1030.78 1965.04 -383.04 -551.55 111.56 243.45 383.04 551.55 478.79 782.76 103.93 160.91 -478.79 -782.76 -51.14 85.07 -105.51 -138.91 51.14 147.91 -422.42 -924.20 -73.41 -153.49 422.42 1040.74 482.62 1215.89 119.33 297.55 -482.62 -1100.99 -268.65 -348.06 -138.63 -267.38 268.65 362.86 -772.11 -1936.63 -105.51 -329.83 772.11 1936.64 1392.90 3031.06 250.91 575.72 -4250.44 -34345.95 -2040.48 -14936.75 -3789.71 -29688.37 -25.59 1064.88 6500.34 -631.34 6118.52 409.69 6466.00 12463.82 4250.45 34345.95 6436.31 28113.98 2040.49 14936.74 -3443.70 -6048.96 -845.31 5354.09 974.17 6897.23 -1485.19 1294.71 -307.85 4934.90 547.83 3433.00 -993.21 1153.88 -268.30 2763.18 5.21 601.52 590.45 834.70 419.27 1010.91 250.60 594.56 5048.35 -4144.53 3729.78 -2498.72 267.30 512.86 238.14 193.21 502.34 701.72 435.59 283.33 -52.84 -107.94 690.34 316.33 35.04 -0.15 -30.46 -0.03 8.27 -0.33 -25.59 -1064.88 -2524.03 3068.50 -1204.67 946.69 -4878.40 9035.20 -8202.75 14834.13 -1830.17 3339.53 -1680.79 -810.83 -4823.32 -3876.63 -1921.78 -1385.01 -1036.58 -1995.71 307.59 257.35 -266.00 -634.31 -2742.54 -1070.95 -1724.30 -2334.83 -2118.31 -1615.12 2405.06 -3822.58 -2961.74 -503.55 -321.58 -2499.10 3443.71 6048.96 -104.38 -1298.88 2011.65 2861.49 104.39 1298.88 578.92 11029.70 411.63 7426.86 -578.91 -11029.70 -974.16 -6897.23 -935.59 -10799.36 1485.20 -1294.71 -134.51 -3058.45 813.67 -2622.38 134.52 3058.45 -170.99 5303.71 -21.97 5037.45 171.00 -5303.71 -547.82 -3433.00 -227.00 -5263.08 993.22 -1153.88 361.80 -2028.49 816.28 -1917.09 -361.79 2028.49 -320.08 3889.61 -410.77 3565.13 -137.73 -1184.83 -250.59 -594.56 -273.33 -1252.47 -533.18 988.90 137.74 1184.83 -278.34 1530.03 -590.44 -834.70 533.19 -988.90 -40.29 -1283.58 -163.58 135.45 -5.20 -601.52 -118.79 -328.06 -170.91 -548.95 163.59 -135.45 -5.15 -481.73 -238.15 -193.20 -163.95 -559.68 -399.63 -748.25 163.94 559.69 508.35 -106.29 668.15 450.62 180.05 -67.45 -133.19 25.76 84.52 -75.19 110.60 15.93 -149.29 -6.21 -69.78 17.54 -70.36 -3.52 -122.54 1.27 -347.92 -4.06 47.10 0.98 -49.63 -0.41 -4.56 1.02 5.56 0.22 -65.72 -0.20 -108.50 0.02
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
369 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.01 -0.05 -0.04 -0.04 -0.03 -0.03 -0.02 -0.01 -0.01 -0.00
-157.13 -18.76 52.85 133.20 149.31 122.56 49.65 30.47 65.74 58.99 3.02
0.19 0.12 107.94 -25.76 6.21 -1.27 0.41 0.03 0.20 0.16 0.06
-58.97 -3.00 -180.03 -110.58 70.38 -47.09 -35.02 -5.55 157.15 18.77 0.02
-0.16 -0.06 67.45 -15.93 3.52 -0.98 0.15 -0.22 -0.19 -0.12 -0.00
17:07:07 03/17/10
-389.76 -39.24 -229.38 40.80 396.22 136.12 26.39 44.96 402.00 140.26 5.48
0.06 0.11 316.33 -75.19 17.54 -4.06 1.02 -0.33 0.02 0.06 0.11
Helman O. Mozo
Page
Job
370 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 13 "COMBO 3-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 3-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004901 -1.586e-006 -0.006107 0.2085 0.2510 0.0704 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01084 -651.3 43.78 0.0000 0.0000 0.0000 -3.512 -658.3 52.37 D4Z13P 0.01018 188.3 -12.66 0.0000 0.0000 0.0000 0.01018 181.6 0.6772 D5Z19P 0.01114 -0.0001597 -0.001258 -0.0027 0.0203 0.0037 -6.329 -6.341 18.73 D6Z26P 0.01681 -636.4 42.78 0.0000 0.0000 0.0000 -2.516 -642.2 69.07 D7Z31P 0.01608 192.8 -12.97 0.0000 0.0000 0.0000 0.01608 187.3 18.35 D8Z26P 0.01696 0.0008112 -0.002127 -0.0018 0.0238 0.0054 -5.816 -5.832 26.28 D9Z13P 0.01192 0.0001677 -0.001253 0.0060 -0.0148 0.0041 -6.691 -6.703 13.34 D10Z31P 0.01649 0.0004353 -0.002319 0.0069 -0.0176 0.0089 -5.478 -5.494 31.32 D11Z36P 0.01587 0.0002563 -0.002429 -0.0043 0.0136 0.0089 -5.142 -5.158 36.32 D12Z45P 0.02037 0.001506 -0.003219 -0.0005 0.0212 0.0103 -4.583 -4.602 44.57 D13Z45P 0.02035 -671.1 45.11 0.0000 0.0000 0.0000 -2.363 -675.7 89.69 D14Z50P 0.01855 190.8 -12.83 0.0000 0.0000 0.0000 0.01855 186.6 37.52 D15Z55P 0.01722 0.0005638 -0.00338 -0.0020 0.1315 0.0058 -3.866 -3.883 55.28 D16Z68P 0.01205 -0.0007191 -0.001603 -0.0010 -0.2377 0.0692 3.043 -3.032 67.95 D17Z68P 0.01181 0.0005661 -0.003291 -0.0250 -0.1626 0.0304 -3.02 -3.031 67.95 D18Z55P 0.01758 -0.0007716 -0.001206 -0.0028 0.1278 0.0346 3.901 -3.884 55.28 D19Z75P 0.004047 -0.001163 -0.002338 -0.0030 -0.0035 0.0591 2.538 -2.535 75.35 D20Z75P 0.0052 0.001064 -0.002675 0.0253 -0.0943 0.0244 -2.529 -2.533 75.35 D21Z81P 0.0004531 -0.0008547 -0.003127 -0.0153 -0.0441 0.0657 2.133 -2.133 81.32 D22Z81P -5.031e-005 0.0009961 -0.001749 0.0044 -0.0136 0.0219 -2.132 -2.131 81.32 D23Z86P -0.001556 0.0004098 -0.0008432 -0.0112 -0.0102 0.0239 -1.828 -1.826 85.87 D24Z86P -0.001843 -0.0007118 -0.004019 0.0170 0.0044 0.0682 1.825 -1.827 85.87 D25Z90P -0.001799 -0.0009495 -0.004909 -0.0727 -0.0318 0.0675 1.575 -1.577 89.59 D26Z90P -0.001554 0.001342 8.804e-005 0.0322 -0.0130 0.0222 -1.578 -1.575 89.6 D27Z93P 0.0002778 -0.0001772 0.001439 -0.0621 0.1079 0.0213 -1.325 -1.325 93.34 D28Z50P 0.01861 0.0008485 -0.003324 0.0090 -0.0637 0.0169 -4.196 -4.214 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.009833 651.3 -43.78 0.0000 0.0000 0.0000 3.532 644.2 -35.19 D31Z19P 0.01163 -0.0005578 -0.0008808 -0.0011 0.0148 0.0136 6.352 -6.341 18.73 D32Z26P 0.01552 636.4 -42.79 0.0000 0.0000 0.0000 2.548 630.6 -16.5 D33Z26P 0.01555 -6.507e-005 -0.0009612 -0.0023 0.0229 0.0189 5.848 -5.833 26.28 D34Z13P 0.01165 -1.708e-005 -0.0003976 0.0082 -0.0007 0.0111 6.715 -6.703 13.34 D35Z31P 0.01613 -0.0003111 -0.0011 0.0020 -0.0009 0.0248 5.51 -5.495 31.32 D36Z36P 0.01623 -0.0005474 -0.001257 -0.0000 0.0131 0.0276 5.174 -5.159 36.32 D37Z45P 0.01957 -0.0007399 -0.001053 -0.0013 0.0216 0.0334 4.623 -4.604 44.57 D38Z45P 0.01955 671.1 -45.12 0.0000 0.0000 0.0000 2.403 666.5 -0.542 D39Z50P 0.01858 -0.0007951 -0.001124 -0.0029 -0.0516 0.0428 4.233 -4.215 50.35 D40Z113P 0.1225 -0.0001187 0.007042 -0.0085 0.4561 0.0839 -1.203 -1.325 113.3 D41Z113P 0.1225 0.0001471 -0.0127 0.0162 0.4582 0.1421 1.447 -1.325 113.2 D42Z110P 0.09664 -9.479e-005 0.006472 0.0119 0.4340 0.0735 -1.228 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
371 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09666 0.0001877 0.07264 -0.0001377 0.07264 0.0002114 0.05053 -0.0001163 0.05057 0.0001544 0.03083 -5.835e-005 0.03077 0.0001338 0.0139 3.344e-005 0.01408 -0.0001209 0.004927 0.00194 0.02117 0.002615 0.03988 0.0008407 0.06114 0.0008407 0.08427 0.0004028 0.1093 0.000299 0.1356 0.0002781 0.008454 -0.006011 0.02279 -0.0003548 0.0408 -0.002243 0.06149 -7.578e-005 0.08454 -0.0008288 0.1094 -4.69e-005 0.1358 -0.0002697 0.1507 0.0001361 0.1588 -0.0003715 0.1586 0.000572 0.1507 -2.852e-005 0.1725 0.0001817 0.1726 0.0007094 0.1871 0.0001241 0.1871 0.0004167 0.202 0.0002274 0.202 0.0004482 0.2172 0.0001577 0.2172 0.0002467 0.2328 0.0002484 0.2328 0.0002501 0.2486 0.0001997 0.2487 6.899e-005 0.2646 -0.0001339 0.2647 0.0003042 0.2988 0.0003229 0.2987 -0.000232 0.2756 -0.0001812 0.2868 0.0005192 0.2869 -0.0004361 0.2755 0.0003156 0.4459 -0.0002684 0.4459 -0.0001036 0.306 -0.0001675 0.3135 0.0003338 0.3211 -0.0002202
-0.012 0.005771 -0.01115 0.004931 -0.01013 0.003937 -0.008964 0.002783 -0.007576 0.002167 -0.008359 0.004475 -0.0107 0.006156 -0.01239 0.007297 -0.006791 0.0034 -0.009568 0.005388 -0.01161 0.006789 -0.01302 -0.01042 0.003185 -0.009118 0.004586 0.003426 -0.009426 0.003669 -0.009669 0.003849 -0.00991 0.004031 -0.01009 0.00416 -0.01027 0.004292 -0.0104 -0.01053 0.004385 0.00124 -0.007464 -0.009535 0.002319 -0.008505 0.003385 0.002125 -0.008509 -0.007633 0.001516 -0.007907
-0.0295 -0.0114 0.0417 0.0234 -0.0783 -0.0302 0.1230 0.0616 -0.2283 -0.0050 0.0193 0.0032 0.0075 -0.0012 0.0043 0.0008 0.0072 -0.0053 -0.0115 -0.0024 -0.0024 -0.0002 -0.0108 -0.0706 0.0135 -0.0401 0.0515 -0.0192 0.0136 0.0038 0.0038 -0.0020 0.0030 0.0001 0.0049 -0.0012 0.0015 -0.0006 0.0108 0.0015 -0.0033 -0.0005 -0.0189 -0.0131 0.0169 -0.0220 0.0067 0.0039 -0.0006 0.0021 0.0062 -0.0015
17:07:07 03/17/10
0.4259 0.3910 0.4065 0.3783 0.3462 0.2853 0.3494 0.3298 0.1964 0.2426 0.2953 0.3439 0.3831 0.4150 0.4470 0.4497 0.2392 0.2848 0.3386 0.3798 0.4140 0.4464 0.4586 0.4554 0.5158 0.5207 0.4485 0.5794 0.5844 0.5942 0.5915 0.6050 0.6049 0.6242 0.6237 0.6353 0.6356 0.6424 0.6403 0.6448 0.6488 0.7351 0.7409 0.6593 0.6761 0.6775 0.6409 0.8704 0.8709 0.7645 0.7824 0.8019
0.1301 0.0631 0.1182 0.0526 0.1062 0.0422 0.0943 0.0318 0.0823 0.0266 0.0883 0.0474 0.1122 0.0683 0.1361 0.0891 0.0764 0.0370 0.1003 0.0579 0.1242 0.0787 0.1481 0.1664 0.0976 0.1741 0.0954 0.0979 0.1726 0.0982 0.1710 0.0985 0.1694 0.0988 0.1678 0.0991 0.1663 0.0994 0.1647 0.1631 0.0996 0.0911 0.1732 0.1676 0.0953 0.1723 0.1000 0.0911 0.1731 0.1732 0.0911 0.1732
1.422 -1.252 1.398 -1.274 1.376 -1.294 1.356 -1.311 1.339 -1.32 1.346 -1.285 1.386 -1.241 1.434 -1.189 1.333 -1.302 1.366 -1.264 1.41 -1.216 1.461 1.052 -0.5312 0.8486 -0.751 -0.5175 0.8626 -0.5029 0.8771 -0.488 0.892 -0.4728 0.9072 -0.4572 0.9228 -0.4414 0.9387 0.9546 -0.4253 -0.05124 0.6487 0.8522 -0.1765 0.7502 -0.3012 0.09587 0.7959 0.656 -0.03654 0.6711
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.323 -1.322 -1.324 -1.324 -1.325 -1.325 -1.325 -1.331 -1.325 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9015 -0.6904 -0.6894 -0.9017 -0.6898 -0.6893 -0.6899 -0.6896 -0.6898 -0.6896 -0.6898 -0.6898 -0.6898 -0.6897 -0.6898 -0.6899 -0.6901 -0.6897 -0.3497 -0.3502 -0.5768 -0.4628 -0.4638 -0.5764 -0.3503 -0.3501 -0.3502 -0.3497 -0.3502
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
372 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
373 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
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17:07:07 03/17/10
7.6 6.352 642.2 5.847 6.715 5.508 5.172 4.619 675.7 4.229 1.448 1.422 1.398 1.376 1.356 1.339 1.346 1.387 1.435 1.334 1.366 1.41 1.461 1.053 0.8493 0.8629 0.8774 0.8921 0.9072 0.9228 0.9384 0.9544 0.6481 0.8518 0.7497 0.796 0.6554 0.6706 0.6865 0.7029 0.7196 0.7365 0.7535 0.7706 0.7875 0.6629 0.6785 0.6947 0.7112 0.728 0.745 0.7621
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Helman O. Mozo
Page
Job
374 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
375 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2327 0.2485 0.2643 0.298 0.2751 0.2863 0.446 0.3054 0.3206 0.3365 0.3529 0.3696 0.3865 0.4035 0.4206 0.4375 0.3129 0.3285 0.3447 0.3612 0.378 0.395 0.4121 0.429 -0.001649 -0.002158 -0.002163 0.000138 0.001332 0.03599 0 651.3 1000 636.4 1000 671.1 1000 651.3 636.4 671.1 0.306 0.3211 0.337 0.3533 0.3698 0.3867 0.4036 0.4206 0.4374
0.0002334 0.004147 -0.0028 0.6309 -0.1495 -0.4573 0.6902 125.1 0.0001788 0.004257 0.0054 0.6358 -0.1483 -0.4415 0.6902 126.5 0.0001056 0.00437 -0.0035 0.6390 -0.1470 -0.4257 0.6901 127.9 0.0003764 0.001284 -0.0180 0.7407 -0.1592 -0.05195 0.3504 130.9 0.0001821 0.003368 -0.0192 0.6501 -0.1524 -0.3015 0.5768 128.9 7.709e-005 0.002337 -0.0285 0.6683 -0.1578 -0.177 0.4634 129.9 -0.0002681 0.002172 0.0039 0.8755 -0.1592 0.09598 0.3497 140.9 0.00041 0.001437 0.0070 0.7685 -0.1592 -0.04463 0.3504 131.4 0.0002595 0.00168 0.0028 0.8064 -0.1592 -0.02941 0.3503 132.6 0.0002096 0.001863 0.0038 0.8392 -0.1592 -0.01348 0.3502 133.7 0.0001336 0.00199 0.0036 0.8514 -0.1592 0.002898 0.3501 134.8 6.299e-005 0.002082 0.0037 0.8684 -0.1592 0.01956 0.3501 135.9 -9.643e-006 0.00214 0.0037 0.8783 -0.1592 0.03648 0.35 137 -8.225e-005 0.002168 0.0038 0.8846 -0.1592 0.05353 0.3499 138.1 -0.0001559 0.002172 0.0038 0.8747 -0.1592 0.07056 0.3498 139.2 -0.0002306 0.002172 0.0039 0.8753 -0.1592 0.08751 0.3498 140.3 0.0003124 0.001558 0.0092 0.7864 -0.1592 -0.03711 0.3503 132 0.0002402 0.001771 0.0022 0.8232 -0.1592 -0.02151 0.3502 133.1 0.0001703 0.001925 0.0040 0.8464 -0.1592 -0.005299 0.3502 134.2 9.873e-005 0.002036 0.0036 0.8616 -0.1592 0.0112 0.3501 135.3 2.661e-005 0.002111 0.0038 0.8741 -0.1592 0.028 0.35 136.4 -4.585e-005 0.002154 0.0037 0.8811 -0.1592 0.04499 0.35 137.5 -0.0001189 0.002169 0.0038 0.8801 -0.1592 0.06209 0.3499 138.7 -0.0001931 0.002172 0.0039 0.8762 -0.1592 0.07904 0.3498 139.8 0.0003939 0.001052 -0.0401 0.0306 -0.0509 -1.441 1.44 91.63 -0.001011 -0.0001948 0.0228 0.0238 -0.0533 -1.694 1.691 87.87 0.0001135 -0.001002 -0.0123 -0.0185 -0.0513 -1.97 1.968 83.77 -0.0001741 -0.001875 0.0001 -0.0350 -0.0501 -2.316 2.316 78.59 0.0003268 -0.002383 0.0029 -0.0058 -0.0443 -2.759 2.761 71.98 0.0005059 -0.004803 -0.0059 -0.0796 -0.0429 -3.369 3.405 62.4 0 0 0.0000 0.0000 0.0000 -1.325 1.457e-011 93.33 -0.0006535 -43.79 0.0000 0.0000 0.0000 644.3 3.522 -35.2 -2.893e-005 -101.8 0.0000 0.0000 0.0000 993.3 -2.893e-005 -88.45 -0.0002475 -42.79 0.0000 0.0000 0.0000 630.6 2.533 -16.5 0.0003751 -98.86 0.0000 0.0000 0.0000 994.5 0.0003751 -67.54 1.631e-005 -45.12 0.0000 0.0000 0.0000 666.5 2.383 -0.5441 0.0008126 -102.8 0.0000 0.0000 0.0000 995.8 0.0008126 -52.42 0.0004255 -43.79 0.0000 0.0000 0.0000 644.3 -3.522 -35.2 0.0008006 -42.79 0.0000 0.0000 0.0000 630.6 -2.532 -16.5 0.001506 -45.12 0.0000 0.0000 0.0000 666.5 -2.382 -0.5443 0.0004329 0.001378 -0.0022 0.7603 0.0911 -0.044 -0.3496 131.4 0.0003479 0.001622 0.0033 0.8019 0.0911 -0.02887 -0.3497 132.6 0.0002567 0.001805 0.0032 0.8335 0.0911 -0.01302 -0.3497 133.7 0.0001713 0.001936 0.0034 0.8483 0.0911 0.00327 -0.3498 134.8 8.761e-005 0.002028 0.0035 0.8640 0.0911 0.01984 -0.3499 135.9 4.527e-006 0.002087 0.0035 0.8738 0.0911 0.03667 -0.35 137 -7.802e-005 0.002116 0.0036 0.8787 0.0911 0.05364 -0.3501 138.1 -0.0001557 0.002124 0.0038 0.8716 0.0911 0.07059 -0.3502 139.2 -0.0002311 0.002125 0.0039 0.8711 0.0911 0.08744 -0.3502 140.3
Joint Support Reactions for Load Case "COMBO 3-1":
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
376 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -112.78 0.0 0.00 0.0 61.80 0.0 0.0 128.60 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -21.79 0.0 1.38 0.0 -3.73 0.0 0.0 22.15 0.0 -0.64 0.0 -2.4 0.0 0.19 0.0 0.0 D29Z0P -39.18 0.0 15.26 0.0 175.36 0.0 0.0 180.33 0.0 0.89 0.0 -2.2 0.0 0.17 0.0 0.0 D137Z93P -0.31 0.0 -0.50 0.0 135.63 0.0 0.0 135.63 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -38.03 0.0 -14.12 0.0 159.13 0.0 0.0 164.22 0.0 -0.89 0.0 -2.4 0.0 -0.21 0.0 0.0 D212Z93P -109.43 0.0 0.00 0.0 61.75 0.0 0.0 125.65 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -21.07 0.0 -2.60 0.0 13.67 0.0 0.0 25.25 0.0 0.65 0.0 -2.6 0.0 -0.19 0.0 0.0 D287Z93P -0.31 0.0 0.58 0.0 -41.18 0.0 0.0 41.19 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 3-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ----------------------------------------------------------------------------------------------------D0Z93P 0.3074 0.0000 -0.8658 112.4699 -0.0000 -60.9385 0.0000 0.0000 0.0000 D1Z93P 0.6639 0.0000 -1.8622 -0.6639 -0.0000 1.8622 0.0005 -0.0000 -0.0061 D2Z0P 1.1808 0.0000 -2.8141 20.6066 -1.3802 6.5433 0.0000 0.0000 0.0000 D3Z9P 1.3084 0.0000 -2.8141 -1.3084 -0.6513 2.8578 0.0108 -651.2640 43.7822 D4Z13P 1.3317 0.0000 -2.8141 -1.3317 0.1883 2.8014 0.0102 188.3409 -12.6628 D5Z19P 6.8553 0.0000 -8.6372 -6.8553 -0.0000 8.6372 0.0111 -0.0002 -0.0013 D6Z26P 1.2786 0.0000 -2.8810 -1.2786 -0.6364 2.9238 0.0168 -636.4001 42.7831 D7Z31P 1.2833 0.0000 -2.8810 -1.2833 0.1928 2.8681 0.0161 192.8239 -12.9652 D8Z26P 5.5875 0.0000 -5.8231 -5.5874 0.0000 5.8231 0.0170 0.0008 -0.0021 D9Z13P 2.4609 0.0000 -4.3117 -2.4609 0.0000 4.3117 0.0119 0.0002 -0.0013 D10Z31P 8.1885 0.0000 -7.6810 -8.1884 0.0000 7.6810 0.0165 0.0004 -0.0023 D11Z36P 3.5688 0.0000 -6.1519 -3.5688 0.0000 6.1519 0.0159 0.0003 -0.0024 D12Z45P 1.3482 0.0000 -2.8509 -1.3482 0.0000 2.8509 0.0204 0.0015 -0.0032 D13Z45P 1.3482 0.0000 -2.8509 -1.3482 -0.6711 2.8960 0.0203 -671.0567 45.1126 D14Z50P 1.3440 0.0000 -2.8509 -1.3439 0.1908 2.8380 0.0185 190.8036 -12.8300 D15Z55P 3.1944 0.0000 -6.8412 -3.1943 0.0000 6.8412 0.0172 0.0006 -0.0034 D16Z68P 6.3410 0.0000 -6.3306 -6.3410 -0.0000 6.3306 0.0120 -0.0007 -0.0016 D17Z68P 6.3410 0.0000 -6.3306 -6.3410 0.0000 6.3306 0.0118 0.0006 -0.0033 D18Z55P 6.8046 0.0000 -7.2972 -6.8046 -0.0000 7.2972 0.0176 -0.0008 -0.0012 D19Z75P 1.4937 0.0000 -3.4757 -1.4937 -0.0000 3.4757 0.0040 -0.0012 -0.0023 D20Z75P 5.3106 0.0000 -3.9317 -5.3106 0.0000 3.9316 0.0052 0.0011 -0.0027 D21Z81P 1.1367 0.0000 -2.8153 -1.1367 -0.0000 2.8153 0.0005 -0.0009 -0.0031 D22Z81P 1.1367 0.0000 -2.8153 -1.1367 0.0000 2.8153 -0.0001 0.0010 -0.0017 D23Z86P 0.8535 0.0000 -2.2294 -0.8535 0.0000 2.2294 -0.0016 0.0004 -0.0008 D24Z86P 0.8535 0.0000 -2.2294 -0.8535 -0.0000 2.2294 -0.0018 -0.0007 -0.0040 D25Z90P 0.7315 0.0000 -2.0018 -0.7315 -0.0000 2.0018 -0.0018 -0.0009 -0.0049 D26Z90P 0.7315 0.0000 -2.0018 -0.7315 0.0000 2.0018 -0.0016 0.0013 0.0001 D27Z93P 0.6639 0.0000 -1.8622 -0.6639 -0.0000 1.8622 0.0003 -0.0002 0.0014 D28Z50P 1.3440 0.0000 -2.8509 -1.3439 0.0000 2.8509 0.0186 0.0008 -0.0033 D29Z0P 1.1808 0.0000 -2.8141 38.0037 -15.2639 -172.5451 0.0000 0.0000 0.0000 D30Z9P 1.3084 0.0000 -2.8141 -1.3084 0.6513 2.7703 0.0098 651.2650 -43.7835 D31Z19P 2.6139 0.0000 -5.6951 -2.6139 -0.0000 5.6951 0.0116 -0.0006 -0.0009
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
377 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
1.2786 1.2786 1.3317 1.2833 2.6316 1.3482 1.3482 1.3440 0.4324 0.4324 0.4050 0.4050 0.3974 0.3974 0.3770 0.3770 0.3475 0.3475 0.3109 0.3109 0.3087 0.6571 0.7230 1.8567 0.8020 0.8363 0.8556 0.3087 0.6571 0.7230 1.8567 0.8020 0.8363 0.8556 0.4277 0.6603 0.6603 0.4277 0.4625 0.4625 2.5285 2.5285 0.5012 0.5012 0.5161 0.5161 2.6681 2.6681 0.5547 0.5547 0.4981 0.4981
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-2.8810 -2.8810 -2.8141 -2.8810 -5.7319 -2.8509 -2.8509 -2.8509 -0.9287 -0.9287 -0.9287 -0.9287 -0.9916 -0.9916 -0.9916 -0.9916 -0.9287 -0.9287 -0.8658 -0.8658 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.8658 -1.7945 -1.9204 -3.5673 -1.9204 -1.8575 -1.8570 -0.9283 -1.5270 -1.5270 -0.9283 -1.1750 -1.1750 -2.5205 -2.5205 -1.1525 -1.1525 -1.1393 -1.1393 -2.4941 -2.4941 -1.1261 -1.1261 -0.8441 -0.8441
-1.2786 -1.2786 -1.3317 -1.2833 -2.6316 -1.3482 -1.3482 -1.3439 -0.4323 -0.4323 -0.4049 -0.4049 -0.3973 -0.3973 -0.3769 -0.3769 -0.3475 -0.3475 -0.3109 -0.3109 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.4276 -0.6601 -0.6601 -0.4276 -0.4623 -0.4623 -2.5283 -2.5283 -0.5010 -0.5010 -0.5159 -0.5159 -2.6679 -2.6679 -0.5544 -0.5544 -0.4978 -0.4978
17:07:07 03/17/10
0.6364 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.6711 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000
2.8383 2.8810 2.8141 2.8810 5.7319 2.8509 2.8057 2.8509 0.9287 0.9287 0.9287 0.9287 0.9916 0.9916 0.9916 0.9916 0.9287 0.9287 0.8658 0.8658 0.8658 1.7945 1.9204 3.5672 1.9204 1.8575 1.8570 0.8658 1.7945 1.9203 3.5673 1.9203 1.8575 1.8570 0.9282 1.5270 1.5270 0.9283 1.1750 1.1750 2.5205 2.5205 1.1525 1.1525 1.1393 1.1393 2.4941 2.4941 1.1261 1.1261 0.8441 0.8441
0.0155 0.0155 0.0116 0.0161 0.0162 0.0196 0.0195 0.0186 0.1225 0.1225 0.0966 0.0967 0.0726 0.0726 0.0505 0.0506 0.0308 0.0308 0.0139 0.0141 0.0049 0.0212 0.0399 0.0611 0.0843 0.1093 0.1356 0.0085 0.0228 0.0408 0.0615 0.0845 0.1094 0.1358 0.1507 0.1588 0.1586 0.1507 0.1725 0.1726 0.1871 0.1871 0.2020 0.2020 0.2172 0.2172 0.2328 0.2328 0.2486 0.2487 0.2646 0.2647
636.4011 -0.0001 -0.0000 -0.0003 -0.0005 -0.0007 671.0575 -0.0008 -0.0001 0.0001 -0.0001 0.0002 -0.0001 0.0002 -0.0001 0.0002 -0.0001 0.0001 0.0000 -0.0001 0.0019 0.0026 0.0008 0.0008 0.0004 0.0003 0.0003 -0.0060 -0.0004 -0.0022 -0.0001 -0.0008 -0.0000 -0.0003 0.0001 -0.0004 0.0006 -0.0000 0.0002 0.0007 0.0001 0.0004 0.0002 0.0004 0.0002 0.0002 0.0002 0.0003 0.0002 0.0001 -0.0001 0.0003
-42.7866 -0.0010 -0.0004 -0.0011 -0.0013 -0.0011 -45.1170 -0.0011 0.0070 -0.0127 0.0065 -0.0120 0.0058 -0.0112 0.0049 -0.0101 0.0039 -0.0090 0.0028 -0.0076 0.0022 -0.0084 0.0045 -0.0107 0.0062 -0.0124 0.0073 -0.0068 0.0034 -0.0096 0.0054 -0.0116 0.0068 -0.0130 -0.0104 0.0032 -0.0091 0.0046 0.0034 -0.0094 0.0037 -0.0097 0.0038 -0.0099 0.0040 -0.0101 0.0042 -0.0103 0.0043 -0.0104 -0.0105 0.0044
Helman O. Mozo
Page
Job
378 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.3073 0.3073 0.2130 0.2174 0.2174 0.2130 0.1147 0.1147 0.0865 0.1753 0.0888 0.1798 0.0911 2.3481 0.0934 0.1893 0.0959 0.1943 0.0984 0.1993 0.1009 2.4832 0.1036 0.2167 0.1133 0.3562 2.8141 2.8981 0.6645 4.6243 5.4959 1.3084 1.3084 0.1753 0.1798 2.3481 0.1893 0.1943 0.1993 2.4832 0.2167 0.3562 0.3764 0.4802 0.6645 0.8361 5.4959 0.3074 0.6639 1.3084 1.3317 1.2786
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.3968 -0.3968 -0.2811 -0.2811 -0.2811 -0.2811 -0.1239 -0.1239 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -0.2314 -0.1157 -1.4698 -0.1157 -0.2396 -0.1239 -0.9964 -1.4615 -1.6800 -1.5914 -2.3403 -4.4463 -2.8141 -2.8141 -0.2314 -0.2314 -1.4698 -0.2314 -0.2314 -0.2314 -1.4698 -0.2396 -0.9964 -1.0055 -1.2240 -1.5914 -1.8843 -4.4463 -0.8658 -1.8622 -2.8141 -2.8141 -2.8810
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
379 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
381 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
382 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.0888 0.0911 0.0934 0.0959 0.0984 0.1009 0.1036 0.1133
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1157 -0.1239
-0.0884 -0.0907 -0.0931 -0.0955 -0.0980 -0.1005 -0.1032 -0.1128
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1157 0.1239
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 39.40 -12856.85 1512.50 5374.95 -239.70 -4360.98 741.88 D128P 39.39 -5374.95 239.70 -3207.48 1788.76 -4204.56 993.74 D129P 39.39 1308.83 -811.42 1231.62 212.90 1266.61 -298.41 D130P 39.39 -475.95 -5.25 140.73 598.78 -136.17 241.09 D131P 39.39 499.73 600.93 -228.06 -496.41 83.43 32.10 D132P 39.39 -468.36 -1142.88 2962.52 5497.92 616.00 1075.60 D133P 39.38 -2962.52 -5497.92 -4767.13 -9193.94 -1385.34 -2633.13 D134P 39.38 660.77 -1248.80 2954.27 -5709.05 729.98 -1404.99 D135P 39.38 660.77 1248.80 -153.03 -286.66 87.45 165.71 D136P 39.38 153.03 286.66 207.94 419.29 43.53 85.13 D137P 39.38 -207.93 -419.29 -57.90 -37.04 -52.93 -90.86 D138P 39.38 57.90 37.04 -185.07 -662.48 -25.14 -123.66 D139P 39.38 185.07 662.48 241.45 800.50 56.24 192.90 D140P 39.38 -241.45 -800.50 -168.19 -246.58 -75.59 -193.21 D141P 39.38 168.19 246.58 -496.99 -1417.74 -68.91 -245.45 D142P 39.38 496.99 1417.74 919.95 2189.67 164.21 418.07 D143P 182.38 -20976.07 9263.85 -8272.14 4782.37 -17619.40 8461.58 D144P 690.24 69.84 1027.60 5804.14 -2493.73 5550.80 -1385.47 D145P 182.38 10153.23 -8029.11 20976.07 -9263.85 18696.27 -10386.16 D146P 182.38 8272.14 -4782.38 -5082.98 5579.31 1921.18 480.08 D147P 182.39 4164.56 -2022.46 -467.00 1843.87 2227.45 -107.59 D148P 182.40 2290.62 -1089.83 469.19 1124.26 1662.54 20.74 D149P -43.34 -370.02 -224.42 -524.77 938.38 -629.82 502.53 D150P -43.36 -196.16 -273.34 2274.76 5933.53 1463.07 3984.04 D151P 34.33 208.78 484.81 208.51 168.90 414.73 649.69 D152P -0.05 199.91 -505.28 -74.20 184.73 226.73 -578.15 D153P -0.02 -0.19 -72.18 0.00 53.77 -0.34 -33.21 D154P 690.24 69.84 -1027.59 -1814.86 1695.60 -824.51 315.63 D155P 39.38 -2954.27 5709.06 -4767.13 9193.94 -1080.29 2085.06 D156P 39.39 228.06 496.41 468.36 1142.88 205.77 484.36 D157P 39.39 -140.73 -598.78 -499.73 -600.93 -233.70 -437.76 D158P 39.39 -1231.62 -212.90 475.95 5.25 -358.36 -98.47 D159P 39.39 3207.48 -1788.76 -1308.83 811.42 1096.81 -564.58 D160P 182.39 5082.98 -5579.31 -514.45 92.73 2752.13 -3305.17 D161P 182.39 514.45 -92.73 7770.65 -1229.88 4991.02 -796.75 D162P 182.39 -7770.65 1229.87 -4164.56 2022.46 -7189.89 1959.23 D163P 182.39 467.00 -1843.88 -1375.33 616.61 -547.18 -739.32
0.3211 0.3370 0.3533 0.3698 0.3867 0.4036 0.4206 0.4374
0.0003 0.0003 0.0002 0.0001 0.0000 -0.0001 -0.0002 -0.0002
0.0016 0.0018 0.0019 0.0020 0.0021 0.0021 0.0021 0.0021
Helman O. Mozo
Page
Job
383 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
182.40 1375.33 182.40 -3752.02 182.40 -469.19 182.40 1112.89 -43.35 647.15 -43.35 -610.50 -43.35 524.77 -43.34 -59.57 -43.34 489.93 34.33 -208.52 34.34 160.76 -0.05 -51.51 -0.04 13.00 -0.04 -3.04 -0.03 0.92 -0.02 0.18 -0.01 0.21 -0.01 0.11 -0.05 74.20 -0.05 -19.25 -0.04 4.98 -0.03 -1.06 -0.03 0.36 -0.02 -0.00 -0.02 0.20 -0.01 0.16 -0.00 0.06 -7.18 -12499.49 -7.18 -5439.61 -7.18 2189.06 -7.18 664.56 -7.18 272.38 -7.18 -492.08 -7.18 -3385.57 -7.18 761.75 -7.18 761.75 -7.18 8.37 -7.18 -82.53 -7.18 28.17 -7.18 140.80 -7.18 -209.79 -7.18 173.74 -7.18 608.44 -162.92 20954.65 -348.96 -311.89 -162.92 -9996.50 -162.92 -8271.82 -162.93 -4152.87 -162.93 -2227.93 -11.76 -463.98 -11.75 -2074.43 -2.24 460.47
-616.62 3752.02 -158.65 -2290.62 -1124.27 -1112.88 -43.47 2571.36 -421.11 196.16 -888.27 -647.15 -938.37 610.50 -236.11 370.02 -194.66 59.57 -168.89 -160.77 460.04 498.64 -322.96 19.25 -232.51 -4.98 35.51 1.06 -107.97 -0.36 -25.13 -0.20 216.42 -0.16 24.96 -0.06 -184.74 51.51 -257.82 -13.00 -237.99 3.04 -187.87 -0.92 -91.35 0.19 -53.78 -0.18 -78.33 -0.21 -66.05 -0.11 -1.89 -0.00 -1645.76 5439.61 0.55 -2640.71 -159.37 2030.03 -1213.00 820.35 -321.86 -538.11 1101.78 3385.57 5963.20 -5231.28 1358.82 3268.64 -1358.82 -8.37 -108.13 82.53 246.59 -28.17 3.48 -140.80 -564.51 209.79 737.98 -173.74 -265.92 -608.44 -1513.49 1036.30 9292.22 8271.82 -1906.75 5907.54 -7680.45 -20954.65 -4766.68 5060.92 -2009.72 449.08 -1083.78 -628.40 152.57 -539.03 -1061.44 -3333.14 59.98 342.09
158.64 3088.77 -275.89 1089.82 -3640.15 560.95 43.46 -953.06 -651.09 4.75 2219.43 -23.32 273.35 593.58 -104.00 421.12 -885.23 -328.81 888.28 799.09 -35.25 224.44 218.52 -8.22 236.13 386.78 29.19 -460.03 -367.03 -625.05 -213.17 655.35 245.35 257.81 -58.18 -117.51 237.97 14.47 9.86 187.86 -3.57 402.86 91.33 1.00 -30.00 78.32 -0.02 95.93 66.04 0.09 509.45 1.87 0.10 48.40 322.94 226.73 249.27 232.49 -58.18 -45.68 -35.52 14.47 -493.30 107.95 -3.57 -144.14 72.17 1.00 -34.60 25.12 -0.34 -51.70 -216.44 -0.02 -531.65 -24.98 0.09 -164.19 -0.02 0.10 -3.43 -0.55 -4115.00 -959.59 -2473.38 -3958.57 -1211.45 -781.35 2103.55 -469.02 -1503.52 603.17 -1103.46 960.77 -81.60 196.20 -5963.19 714.63 -1200.66 9643.66 -1544.34 2797.12 6010.87 813.85 1488.15 108.13 129.76 -215.41 -246.59 10.96 -42.78 -3.48 -22.04 48.40 564.51 -22.27 112.30 -737.98 46.23 -171.74 265.92 -70.77 185.25 1513.49 -91.10 261.47 -2298.88 190.61 -441.82 4766.68 17606.31 8469.21 1141.69 5287.79 -722.97 -9292.22 -18589.28 -10193.80 5579.34 -1934.28 489.55 1835.10 -2231.20 -105.19 1113.36 -1720.68 17.82 1208.60 -705.99 958.09 5021.40 -3806.23 2787.30 66.59 797.64 125.79
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
384 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -348.95 -7.18 -7.18 -7.18 -7.18 -7.18 -162.92 -162.93 -162.93 -162.93 -162.93 -162.93 -162.93 -162.93 -11.75 -11.76 -11.76 -11.76 -11.76 -2.24 -2.24 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -30.51 -30.51 -30.51 -30.51 -30.51 -30.50 -30.50 -30.50 -30.50 -30.50 -30.50 -30.50 -30.50
-504.28 -74.65 -311.89 -3268.64 538.11 -820.35 -2030.03 2640.71 -5060.92 -500.69 7776.11 -449.08 -1383.27 3718.22 628.40 -1346.43 941.60 -642.86 539.03 431.30 -283.99 -342.10 241.41 -286.05 -211.80 -153.81 -109.75 -42.59 -16.77 -4.01 418.33 241.60 181.16 129.08 91.68 58.14 28.20 7.50 1.87 5012.68 1838.44 -1529.05 -867.30 -558.97 150.78 3564.92 -628.77 -628.77 -301.54 342.15 73.43 -605.20
-524.45 -78.41 1906.74 -6010.87 -960.77 1503.52 781.35 2473.38 -5579.34 -62.16 1261.92 -1835.11 -601.91 -145.39 -1113.36 -192.48 -377.30 -688.76 -1208.59 -940.37 367.23 -66.60 -457.94 -283.87 -261.98 -93.61 -141.69 -64.17 65.08 -25.34 -380.26 -248.40 -152.64 -91.84 -83.57 -44.12 28.33 48.47 18.61 -1612.89 -31.15 -164.07 -1189.90 -342.97 1125.80 5950.56 1361.24 -1361.24 -122.84 286.16 37.28 -691.59
-418.33 -58.14 -2069.60 -5231.28 492.08 -272.39 -664.56 -2189.06 500.68 -7776.11 4152.87 1383.27 -3718.22 2227.93 1346.43 -1945.06 2074.43 -941.60 642.86 463.98 -431.30 -241.42 727.41 -241.60 -181.16 -129.08 -91.68 -28.20 -7.50 -1.87 286.05 211.80 153.81 109.75 74.65 42.59 16.77 4.01 -0.00 -1838.44 1233.86 -2379.63 -755.69 107.39 -3564.92 5323.78 -3337.54 301.54 -342.15 -73.43 605.20 -668.05
380.24 44.11 -607.22 -9643.66 -1101.78 321.86 1213.00 159.37 62.15 -1261.93 2009.71 601.90 145.38 1083.77 192.47 -981.81 1061.45 377.31 688.77 -152.56 940.38 457.93 14.07 248.39 152.62 91.83 83.55 -28.35 -48.49 -18.62 283.85 261.96 93.60 141.67 78.39 64.15 -65.10 25.32 -0.02 31.14 -2364.87 -896.93 -1418.65 906.10 -5950.55 9664.13 6026.64 122.84 -286.16 -37.28 691.59 -836.94
17:07:07 03/17/10
-1664.03 -239.49 -1125.23 -1189.21 304.39 -398.73 -1277.85 260.91 -2747.13 -4986.02 7186.14 562.76 -3073.19 3582.01 1189.66 -1982.83 2122.90 -1115.26 831.90 630.16 -503.47 -579.93 962.87 -951.67 -708.75 -510.22 -363.30 -127.67 -43.77 -10.61 1270.42 817.77 604.15 430.76 299.99 181.67 81.10 20.77 3.38 1850.17 1505.13 -1948.78 -659.26 -138.67 -843.22 1593.07 -800.91 -56.36 -77.63 53.50 134.18 -167.89
-260.09 -61.87 614.01 -2190.20 -609.42 666.06 945.78 1520.88 -3323.61 -797.64 1970.86 -742.90 -275.02 565.29 -554.75 -707.40 481.55 -219.22 -365.89 -769.28 920.39 388.93 -441.13 -63.99 -197.23 -3.22 -104.85 -166.86 29.94 -79.28 -173.88 24.46 -106.49 89.87 -9.33 36.13 -66.31 133.09 33.53 -921.95 -1173.82 -528.99 -1059.60 172.93 -1191.61 2798.52 1491.83 -213.29 -49.32 49.55 144.11 -201.55
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-30.50 -30.50 -30.50 -183.04 -655.32 -183.04 -183.04 -183.05 -183.05 34.73 34.74 -37.47 0.05 0.02 -655.32 -30.50 -30.50 -30.51 -30.51 -30.51 -183.04 -183.04 -183.05 -183.05 -183.05 -183.05 -183.06 -183.06 34.74 34.74 34.74 34.73 34.73 -37.47 -37.47 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00 13.14
668.05 836.94 -194.45 -309.47 -988.77 -1532.79 -7718.80 -11576.31 -143.34 -1079.51 4677.83 -2411.18 4114.79 2499.54 2564.45 251.44 1531.87 -250.86 -312.71 -326.06 -182.22 -692.18 -218.89 -450.19 237.50 -570.66 -0.23 -46.94 -143.34 1079.51 3337.54 -6026.64 -107.39 -906.10 755.69 1418.65 2379.63 896.93 -1233.86 2364.87 -532.52 2297.01 1847.98 -2285.65 -3672.02 -3828.76 -1185.85 -366.07 1657.16 -773.39 -2241.85 -1723.12 -792.31 -1031.53 1200.91 164.59 546.93 -264.39 -523.09 -1011.05 442.34 -834.49 -65.10 -148.10 473.26 -163.70 195.51 163.13 -150.16 -457.53 -60.48 -278.53 15.28 -186.01 -3.63 72.19 1.10 -79.58 0.17 -2.94 0.21 230.02 0.14 29.93 88.51 -241.65 -22.60 -304.49 5.83 -282.07 -1.27 -217.67 0.43 -118.15 -0.03 -77.50 0.19 -99.05 0.17 -72.54 0.07 -5.16 5029.01 1542.83
194.45 988.77 -1409.89 -4114.79 -4890.03 7718.80 532.52 1185.85 792.31 -442.34 1736.33 -195.51 -88.51 0.03 1232.42 5323.78 -150.78 558.97 867.30 1529.05 -1847.98 3672.02 -2564.45 -1657.16 2241.85 -1531.87 -1200.91 2070.66 182.22 -546.93 523.09 312.71 65.10 150.17 -571.45 22.60 -5.83 1.27 -0.43 -0.19 -0.17 -0.07 60.48 -15.28 3.63 -1.10 0.23 -0.17 -0.21 -0.14 0.00 -1918.06
309.47 1532.79 -2337.74 -2499.55 2344.89 11576.31 -2297.02 366.06 1031.52 834.50 5179.23 -163.14 241.63 77.48 -1574.89 -9664.13 -1125.80 342.97 1189.90 164.07 2285.64 3828.76 -251.44 773.39 1723.11 250.85 -164.60 327.75 692.19 264.40 1011.06 326.07 148.11 457.52 232.57 304.47 282.05 217.65 118.14 99.03 72.52 5.14 278.52 185.99 -72.21 79.56 46.92 2.93 -230.03 -29.94 -0.02 135.53
17:07:07 03/17/10
159.15 166.47 -277.98 -7128.67 -4756.45 7445.42 2799.58 2259.22 1400.10 -531.46 1093.89 -411.85 268.72 -0.36 514.58 1211.79 -76.28 479.71 1539.79 170.52 -1434.04 3325.30 -3756.91 -1712.66 2348.80 -2273.32 -1200.73 1970.83 513.23 -753.16 679.54 174.29 378.94 343.56 -717.17 -68.32 17.06 -4.26 1.19 -0.04 0.06 0.12 268.72 -68.32 17.06 -4.26 1.19 -0.35 -0.04 0.06 0.12 1813.28
211.54 256.38 -448.56 -8479.43 1195.76 5504.58 122.00 371.99 470.28 357.88 3158.30 -609.56 -593.44 55.10 -234.07 -2195.27 -600.37 642.80 989.64 1460.91 2760.64 929.58 -2457.95 245.37 572.12 -886.91 -720.56 296.59 301.12 -525.55 124.29 125.27 -10.97 616.84 -223.57 46.78 173.22 522.76 69.54 173.31 545.66 63.25 66.51 -213.71 -638.97 -249.08 -128.47 -134.50 -593.53 -184.83 -9.33 978.26
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 13.14 159.12 380.83 159.12 159.12 159.12 159.12 8.08 8.07 2.39 -0.03 -0.01 380.82 13.14 13.14 13.14 13.14 13.14 159.12 159.12 159.12 159.12 159.12 159.12 159.13 159.13 8.08 8.08 8.08 8.08 8.09 2.39 2.39 -0.03 -0.02 -0.02 -0.02 -0.01
1918.06 -135.53 -1498.57 177.51 -1048.76 1365.98 33.01 -306.00 -3287.63 2346.06 5064.59 -7519.04 -577.66 -1300.60 -577.66 1300.60 -453.27 308.31 482.14 -474.77 53.23 -12.80 -680.52 816.63 702.17 -884.03 -190.85 286.43 -834.41 1379.88 7714.21 -11597.46 193.30 1888.93 -4641.21 -2470.88 -4124.52 2465.21 -2571.54 229.81 -1510.95 -261.19 -395.87 237.27 -1878.50 -952.31 -383.14 -35.98 -381.36 -402.88 -58.01 -78.49 193.29 -1888.92 3215.20 5890.83 1497.59 -474.59 495.12 -1451.81 2265.93 -541.63 -1078.94 -2646.49 517.64 2246.44 -1860.64 -2299.69 3661.59 -3835.40 1182.11 -387.35 -1669.92 -783.71 2220.07 -1729.86 855.91 -1033.37 -1302.40 11.43 820.19 -491.56 -552.96 -560.35 455.31 -1315.46 369.90 -925.41 -246.08 295.78 292.64 58.30 -165.89 462.29 -249.52 -310.56 -182.05 -255.56 -129.45 -95.11 -91.03 -141.42 -28.04 -64.06
1078.94 -2265.93 -495.12 -1497.59 -5064.58 5374.74 -3215.20 453.27 -482.14 -53.23 680.52 -702.17 190.85 834.41 -1249.09 4124.53 -6103.01 -7714.21 -517.64 -1182.11 -855.91 -455.31 -3382.87 -292.63 -359.74 -42.52 1744.65 5374.74 3287.63 -33.01 1048.76 1498.56 1860.64 -3661.59 2571.54 1669.92 -2220.07 1510.95 1302.40 -1804.08 1878.50 -820.19 552.96 395.87 -369.90 165.89 -554.53 -210.45 -152.65 -108.96 -74.03 -15.04
2646.49 541.63 1451.81 474.59 7519.04 -9686.14 -5890.83 -308.31 474.77 12.80 -816.63 884.03 -286.43 -1379.88 2168.71 -2465.21 -1262.75 11597.46 -2246.45 387.34 1033.36 1315.48 5248.09 -58.29 332.80 44.09 728.74 9686.13 -2346.06 306.00 -1365.98 -177.51 2299.68 3835.40 -229.82 783.70 1729.85 261.18 -11.44 -663.24 952.32 491.57 560.36 -237.26 925.42 -462.29 -15.02 258.52 150.17 92.44 83.46 -28.40
17:07:07 03/17/10
1468.24 -1876.89 -627.12 -449.76 -2062.81 1870.97 -765.89 -21.42 -112.81 85.40 145.08 -182.32 164.78 134.88 -241.46 7131.77 -5584.57 -7420.67 -2796.48 -2261.24 -1425.82 -599.12 -3703.33 -671.62 -1336.65 -181.31 915.66 1201.81 1413.90 168.62 1571.92 242.41 1432.70 -3326.64 3754.89 1718.09 -2343.37 2247.61 1300.19 -1871.37 1899.53 -966.52 709.69 539.01 -433.57 455.72 -715.99 -829.61 -603.66 -429.99 -297.70 -77.71
1230.13 358.55 1144.59 51.77 2436.46 -3083.58 -1452.16 170.91 94.44 -91.98 -163.99 224.24 -215.98 -229.17 411.25 -8471.49 591.72 5481.43 131.78 371.78 465.16 1092.93 3023.68 -93.69 -126.39 -62.05 -548.18 2179.35 -833.42 -418.09 -904.65 -1631.36 2738.63 925.13 -2448.93 238.77 569.96 -884.75 -629.40 -392.66 324.32 -48.42 -531.50 -818.37 859.57 -401.51 444.53 -93.85 -190.08 -4.82 -104.53 -166.75
Helman O. Mozo
Page
Job
387 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL Date
Project
INSTATEL COLOMBIA CI LTDA
TORRE CUADRADA AUTOSOPORTADA DE 140m
Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00
-7.81 -0.70 359.74 210.45 152.65 108.96 74.03 42.52 15.04 2.75 -0.17
65.08 -25.40 -332.82 -258.54 -150.18 -92.46 -83.48 -44.11 28.38 48.43 18.57
-2.75 0.17 249.52 182.05 129.45 91.03 58.01 28.04 7.81 0.70 0.00
-48.45 -18.59 310.54 255.54 95.10 141.40 78.48 64.04 -65.09 25.39 -0.02
17:07:07 03/17/10
-19.06 -0.95 1098.87 707.91 508.79 360.70 238.14 127.27 41.22 6.23 -0.30
29.99 -79.34 -40.18 -5.40 -99.34 88.28 -9.01 35.95 -66.21 133.15 33.47
Helman O. Mozo
Page
Job
388 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
*** Analysis Results for Load Case No. 14 "COMBO 4-1"
Equilibrium Joint Positions and Rotations for Load Case "COMBO 4-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0004627 2.08e-005 -0.00552 0.1899 0.2326 0.0703 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.01066 -651.3 43.78 0.0000 0.0000 0.0000 -3.512 -658.3 52.37 D4Z13P 0.01013 141.3 -9.497 0.0000 0.0000 0.0000 0.01013 134.6 3.843 D5Z19P 0.01119 -7.063e-005 -0.0009748 -0.0023 0.0200 0.0035 -6.329 -6.34 18.73 D6Z26P 0.01668 -636.4 42.78 0.0000 0.0000 0.0000 -2.516 -642.2 69.07 D7Z31P 0.01605 144.6 -9.724 0.0000 0.0000 0.0000 0.01605 139.1 21.6 D8Z26P 0.01683 0.0007098 -0.001726 -0.0014 0.0234 0.0051 -5.816 -5.832 26.28 D9Z13P 0.01185 0.0001457 -0.001033 0.0041 -0.0128 0.0039 -6.691 -6.703 13.34 D10Z31P 0.01645 0.0004128 -0.001875 0.0056 -0.0162 0.0085 -5.478 -5.494 31.32 D11Z36P 0.01589 0.000287 -0.001951 -0.0040 0.0134 0.0084 -5.142 -5.158 36.32 D12Z45P 0.02029 0.001415 -0.002675 -0.0005 0.0213 0.0097 -4.583 -4.602 44.57 D13Z45P 0.02026 -671.1 45.11 0.0000 0.0000 0.0000 -2.363 -675.7 89.69 D14Z50P 0.01856 143.1 -9.623 0.0000 0.0000 0.0000 0.01856 138.9 40.73 D15Z55P 0.01726 0.0005842 -0.0028 -0.0019 0.1314 0.0051 -3.866 -3.883 55.28 D16Z68P 0.01207 -0.0007061 -0.0009949 -0.0007 -0.2374 0.0692 3.043 -3.032 67.95 D17Z68P 0.01184 0.000567 -0.002678 -0.0245 -0.1632 0.0296 -3.019 -3.031 67.95 D18Z55P 0.01757 -0.000741 -0.000638 -0.0027 0.1280 0.0345 3.901 -3.884 55.28 D19Z75P 0.004055 -0.001144 -0.001722 -0.0028 -0.0033 0.0591 2.538 -2.535 75.35 D20Z75P 0.005231 0.001075 -0.002057 0.0252 -0.0944 0.0234 -2.529 -2.533 75.35 D21Z81P 0.0005055 -0.0008846 -0.002507 -0.0158 -0.0447 0.0657 2.133 -2.133 81.32 D22Z81P -7.217e-005 0.0009601 -0.001129 0.0040 -0.0134 0.0209 -2.133 -2.131 81.32 D23Z86P -0.001506 0.0004484 -0.0002391 -0.0120 -0.0097 0.0229 -1.828 -1.826 85.87 D24Z86P -0.001871 -0.000669 -0.003415 0.0163 0.0037 0.0682 1.825 -1.827 85.87 D25Z90P -0.001733 -0.001004 -0.004301 -0.0677 -0.0271 0.0675 1.575 -1.577 89.59 D26Z90P -0.001607 0.001285 0.0006958 0.0371 -0.0180 0.0211 -1.578 -1.575 89.6 D27Z93P 0.0003063 -0.0001549 0.002024 -0.0807 0.1261 0.0202 -1.325 -1.325 93.34 D28Z50P 0.01862 0.0008401 -0.00276 0.0082 -0.0628 0.0162 -4.196 -4.214 50.35 D29Z0P 0 0 0 0.0000 0.0000 0.0000 7.6 -7.6 0 D30Z9P 0.009909 651.3 -43.78 0.0000 0.0000 0.0000 3.532 644.2 -35.19 D31Z19P 0.0115 -0.0004702 -0.0006265 -0.0007 0.0152 0.0136 6.352 -6.341 18.73 D32Z26P 0.01556 636.4 -42.79 0.0000 0.0000 0.0000 2.548 630.6 -16.5 D33Z26P 0.01559 -0.0001432 -0.0005997 -0.0019 0.0233 0.0189 5.848 -5.833 26.28 D34Z13P 0.01162 -3.523e-005 -0.0002025 0.0065 -0.0024 0.0111 6.715 -6.703 13.34 D35Z31P 0.01611 -0.000319 -0.0006934 0.0009 -0.0019 0.0247 5.51 -5.495 31.32 D36Z36P 0.01617 -0.0005069 -0.0008101 0.0004 0.0136 0.0276 5.174 -5.159 36.32 D37Z45P 0.01967 -0.0008327 -0.0005299 -0.0013 0.0217 0.0334 4.623 -4.604 44.57 D38Z45P 0.01964 671.1 -45.12 0.0000 0.0000 0.0000 2.403 666.5 -0.5415 D39Z50P 0.0186 -0.0007977 -0.0005767 -0.0038 -0.0524 0.0427 4.233 -4.215 50.35 D40Z113P 0.1225 -0.0001234 0.007752 -0.0093 0.4565 0.0832 -1.203 -1.325 113.3 D41Z113P 0.1225 0.0001432 -0.01199 0.0154 0.4577 0.1410 1.447 -1.325 113.2 D42Z110P 0.09663 -9.405e-005 0.007164 0.0140 0.4330 0.0727 -1.228 -1.325 109.9
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
389 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P
0.09665 0.0001856 0.07263 -0.0001399 0.07263 0.0002072 0.05053 -0.0001149 0.05056 0.0001538 0.03082 -6.357e-005 0.03078 0.000127 0.01392 4.626e-005 0.01406 -0.0001089 0.00537 0.002451 0.02137 0.002333 0.03999 0.001021 0.06118 0.0007493 0.08429 0.0004647 0.1093 0.0002749 0.1356 0.0002905 0.008009 -0.005499 0.02259 -0.0006348 0.04068 -0.002064 0.06144 -0.0001649 0.0845 -0.0007689 0.1093 -6.904e-005 0.1357 -0.0002596 0.1507 0.0001321 0.1587 -0.0003789 0.1586 0.0005615 0.1507 -3.014e-005 0.1725 0.0001847 0.1726 0.0006954 0.1871 0.0001245 0.1871 0.0004057 0.2019 0.0002288 0.2019 0.0004351 0.2171 0.0001565 0.2172 0.0002355 0.2328 0.0002482 0.2328 0.0002372 0.2486 0.0001974 0.2486 5.749e-005 0.2646 -0.0001433 0.2647 0.000303 0.2987 0.0003152 0.2987 -0.0002412 0.2755 -0.0001907 0.2868 0.0005168 0.2868 -0.0004422 0.2755 0.000312 0.4458 -0.0002754 0.4458 -0.000117 0.306 -0.0001777 0.3134 0.0003274 0.3211 -0.0002301
-0.0113 0.006446 -0.01048 0.005583 -0.009481 0.004567 -0.008333 0.003384 -0.006974 0.002747 -0.007736 0.005114 -0.01003 0.006839 -0.01169 0.008013 -0.006211 0.004021 -0.008929 0.006053 -0.01092 0.007491 -0.0123 -0.009691 0.003925 -0.008377 0.005318 0.00417 -0.008681 0.004418 -0.008919 0.004601 -0.009156 0.004787 -0.009333 0.004919 -0.00951 0.005053 -0.009637 -0.009764 0.005149 0.002017 -0.006686 -0.008766 0.003092 -0.007733 0.004153 0.002922 -0.007712 -0.006853 0.002297 -0.007124
-0.0273 -0.0152 0.0379 0.0302 -0.0715 -0.0419 0.1114 0.0824 -0.2074 -0.0053 0.0175 0.0042 0.0069 -0.0009 0.0040 0.0006 0.0069 -0.0071 -0.0105 -0.0030 -0.0020 -0.0004 -0.0107 -0.0697 0.0134 -0.0396 0.0519 -0.0194 0.0135 0.0039 0.0038 -0.0020 0.0030 0.0002 0.0048 -0.0011 0.0015 -0.0005 0.0107 0.0015 -0.0033 -0.0006 -0.0186 -0.0130 0.0170 -0.0217 0.0066 0.0039 -0.0006 0.0021 0.0063 -0.0015
17:07:07 03/17/10
0.4269 0.3929 0.4046 0.3743 0.3502 0.2934 0.3413 0.3130 0.2131 0.2421 0.2940 0.3432 0.3826 0.4148 0.4469 0.4498 0.2397 0.2861 0.3392 0.3802 0.4141 0.4464 0.4582 0.4556 0.5154 0.5204 0.4478 0.5794 0.5841 0.5942 0.5915 0.6049 0.6049 0.6242 0.6236 0.6352 0.6356 0.6424 0.6403 0.6446 0.6488 0.7349 0.7407 0.6591 0.6759 0.6775 0.6409 0.8704 0.8709 0.7644 0.7824 0.8018
0.1292 0.0622 0.1174 0.0517 0.1056 0.0412 0.0939 0.0307 0.0821 0.0255 0.0880 0.0465 0.1115 0.0675 0.1351 0.0885 0.0762 0.0360 0.0997 0.0570 0.1233 0.0780 0.1469 0.1649 0.0968 0.1726 0.0946 0.0971 0.1711 0.0974 0.1695 0.0977 0.1679 0.0980 0.1664 0.0983 0.1648 0.0986 0.1632 0.1617 0.0989 0.0902 0.1715 0.1661 0.0944 0.1707 0.0991 0.0901 0.1715 0.1715 0.0902 0.1715
1.422 -1.252 1.398 -1.274 1.376 -1.294 1.356 -1.311 1.339 -1.32 1.346 -1.285 1.386 -1.241 1.434 -1.189 1.333 -1.302 1.366 -1.264 1.41 -1.216 1.461 1.052 -0.5313 0.8486 -0.751 -0.5175 0.8626 -0.5029 0.8771 -0.4881 0.8919 -0.4729 0.9072 -0.4572 0.9228 -0.4414 0.9386 0.9546 -0.4253 -0.05127 0.6487 0.8522 -0.1765 0.7502 -0.3012 0.09584 0.7958 0.656 -0.03656 0.6711
-1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.325 -1.323 -1.323 -1.324 -1.324 -1.325 -1.325 -1.325 -1.33 -1.326 -1.327 -1.325 -1.326 -1.325 -1.325 -0.9015 -0.6904 -0.6894 -0.9017 -0.6898 -0.6893 -0.6899 -0.6896 -0.6898 -0.6896 -0.6898 -0.6898 -0.6898 -0.6898 -0.6898 -0.6899 -0.6901 -0.6897 -0.3497 -0.3502 -0.5769 -0.4628 -0.4638 -0.5764 -0.3503 -0.3501 -0.3502 -0.3497 -0.3502
109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 104.9 108.3 111.6 114.9 94.99 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 117 119.4 119.4 120.8 120.8 122.2 122.2 123.7 123.6 125.1 125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5
Helman O. Mozo
Page
Job
390 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P
0.329 0.0002481 0.002514 0.0054 0.8195 0.0902 -0.02105 0.337 -0.0001975 -0.007332 -0.0006 0.8348 0.1715 0.687 0.3451 0.0001739 0.00267 0.0050 0.8419 0.0902 -0.004932 0.3532 -0.000187 -0.007479 -0.0008 0.8470 0.1715 0.7032 0.3615 9.911e-005 0.002782 0.0048 0.8563 0.0901 0.01149 0.3698 -0.000172 -0.007586 -0.0007 0.8639 0.1715 0.7198 0.3782 2.425e-005 0.002859 0.0047 0.8696 0.0901 0.02821 0.3866 -0.0001587 -0.007659 -0.0007 0.8739 0.1715 0.7366 0.3951 -5.066e-005 0.002904 0.0046 0.8775 0.0901 0.04512 0.4036 -0.0001456 -0.007699 -0.0007 0.8801 0.1715 0.7536 0.4121 -0.0001255 0.002919 0.0042 0.8755 0.0901 0.06211 0.4206 -0.0001335 -0.007709 -0.0006 0.8702 0.1715 0.7706 0.429 -0.0002004 0.002922 0.0039 0.8708 0.0901 0.07899 0.4374 -0.0001224 -0.007712 -0.0006 0.8709 0.1715 0.7874 -0.001735 -0.0005014 0.001563 0.0421 0.0231 0.0185 -1.442 -0.001245 0.001399 0.000207 -0.0191 0.0033 0.0230 -1.694 -0.0004494 0.0006535 -0.0006755 0.0149 -0.0224 0.0214 -1.968 0.001562 0.0008688 -0.001492 -0.0030 -0.0455 0.0229 -2.314 0.01031 0.002644 -0.002602 0.0026 -0.0206 0.0192 -2.75 0.03856 0.0007699 -0.004389 0.0101 -0.1000 0.0216 -3.366 0.009927 0.0004718 -5.135e-006 0.0013 0.0559 0.0031 7.032 0.01068 0.0002981 -0.0008895 -0.0007 0.0559 -0.0016 -7.012 0.3134 -0.0002229 -0.006988 0.0038 0.7819 0.1715 0.6634 0.329 -0.0002091 -0.007228 -0.0020 0.8187 0.1715 0.679 0.3451 -0.0001933 -0.007406 -0.0005 0.8418 0.1715 0.6951 0.3615 -0.0001791 -0.007533 -0.0008 0.8571 0.1715 0.7115 0.3782 -0.0001654 -0.007623 -0.0007 0.8696 0.1715 0.7282 0.3951 -0.000152 -0.007679 -0.0007 0.8766 0.1715 0.7451 0.4121 -0.0001394 -0.007705 -0.0006 0.8754 0.1715 0.7621 0.429 -0.0001279 -0.007711 -0.0006 0.8717 0.1715 0.779 -0.00271 0.001752 -0.005258 -0.0502 0.0162 0.0674 1.437 -0.001504 -0.001561 -0.003823 0.0087 0.0130 0.0686 1.691 -0.0012 -0.0004482 -0.003047 -0.0106 -0.0272 0.0668 1.966 0.002837 -0.001203 -0.002089 -0.0067 -0.0358 0.0636 2.319 0.004562 -0.001076 -0.001596 -0.0007 -0.0193 0.0577 2.765 0.03859 -0.000679 0.0007694 -0.0047 -0.0750 0.0536 3.443 0 0 0 0.0000 0.0000 0.0000 1.325 0.0004526 -1.297e-005 -0.005622 -0.1949 0.2389 -0.0117 1.325 651.3 0.0004781 43.79 0.0000 0.0000 0.0000 658.3 1000 2.763e-005 79.63 0.0000 0.0000 0.0000 1007 636.4 -0.0001414 42.79 0.0000 0.0000 0.0000 642.2 1000 -0.0003325 76.17 0.0000 0.0000 0.0000 1005 671.1 -0.000835 45.12 0.0000 0.0000 0.0000 675.7 1000 -0.0007913 80.33 0.0000 0.0000 0.0000 1004 0.008092 -0.001002 -0.001323 0.0017 -0.2452 -0.0270 3.039 0.01325 -0.0009293 -0.0008626 -0.0021 0.1349 0.0003 3.896 0.001406 -0.0003025 -0.002057 -0.0031 -0.0048 -0.0124 2.535 -0.001894 -0.0001492 -0.00286 0.0027 -0.0182 -0.0138 2.131 -0.00269 4.517e-005 -0.003644 -0.0234 0.0066 -0.0146 1.824 -0.002372 0.0007119 -0.004492 0.0608 -0.0352 -0.0123 1.574 651.3 -0.0002859 43.79 0.0000 0.0000 0.0000 658.3 0.01055 -0.0002806 0.0001724 -0.0015 0.0563 0.0023 7.033
17:07:07 03/17/10
-0.3498 -0.3502 -0.3498 -0.3502 -0.3499 -0.3502 -0.35 -0.3502 -0.3501 -0.3501 -0.3501 -0.3501 -0.3502 -0.3501 -1.44 -1.691 -1.967 -2.315 -2.758 -3.404 -7.022 -7.022 -0.3502 -0.3502 -0.3502 -0.3502 -0.3502 -0.3502 -0.3501 -0.3501 -1.438 -1.694 -1.968 -2.317 -2.761 -3.405 1.457e-011 1.325 -3.522 2.763e-005 -2.533 -0.0003325 -2.384 -0.0007913 3.03 3.882 2.534 2.132 1.827 1.577 3.522 7.022
133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.78 78.6 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33 52.38 92.97 69.07 107.5 89.69 130.7 67.95 55.28 75.35 81.32 85.87 89.59 52.38 8.59
Helman O. Mozo
Page
Job
391 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P
0 0 0.01115 0.0003119 636.4 -0.0003056 0.01394 -0.0003042 0.01195 8.598e-005 0.01409 -0.0003463 0.01389 -0.0003832 0.01561 -0.0006104 671.1 -0.0006079 0.01436 -0.0007852 0.1229 0.0002364 0.09706 0.0003346 0.07303 0.0002535 0.05092 0.0002645 0.03107 0.0002024 0.01423 0.0002932 0.02161 -0.002067 0.06156 -0.0003031 0.1097 0.0002164 0.008113 0.005601 0.04102 0.002442 0.08491 0.001252 0.1361 0.0007726 0.1512 0.0004843 0.1593 0.0001492 0.1729 0.0006766 0.1874 0.0004774 0.2021 0.0004727 0.2172 0.0002699 0.2328 0.0002564 0.2484 8.309e-005 0.2644 8.536e-005 0.2981 -0.0002981 0.2751 -3.889e-005 0.2863 5.087e-005 0.446 -0.0001166 0.3054 -0.0001347 0.3206 -0.0001344 0.3365 -0.0001402 0.3529 -0.0001428 0.3695 -0.0001412 0.3865 -0.0001391 0.4035 -0.0001364 0.4205 -0.0001312 0.4375 -0.0001215 0.3129 -0.0001978 0.3285 -0.0001917 0.3447 -0.0001806 0.3612 -0.0001699 0.378 -0.0001591 0.395 -0.0001483 0.4121 -0.0001377
0 -0.0004013 42.79 -0.0004681 1.532e-005 -0.0005925 -0.0007338 -0.0006595 45.12 -0.0007625 -0.012 -0.01132 -0.0105 -0.009519 -0.008388 -0.00705 -0.007801 -0.01006 -0.0117 -0.006298 -0.008974 -0.01094 -0.01231 -0.009658 -0.008287 -0.008565 -0.00884 -0.009048 -0.009255 -0.009407 -0.009557 -0.009665 -0.006696 -0.008726 -0.007716 -0.007719 -0.006848 -0.007119 -0.007328 -0.007479 -0.007587 -0.00766 -0.0077 -0.007715 -0.007718 -0.007 -0.007239 -0.007417 -0.007542 -0.007632 -0.007688 -0.007713
0.0000 0.0000 0.0000 0.0021 0.0052 -0.0024 0.0000 0.0000 0.0000 0.0033 0.0148 -0.0029 -0.0047 -0.0088 -0.0030 0.0001 -0.0048 -0.0052 0.0015 0.0040 -0.0053 0.0018 0.0132 -0.0060 0.0000 0.0000 0.0000 0.0036 -0.0575 -0.0115 -0.0134 0.4587 -0.0752 0.0266 0.4268 -0.0647 -0.0383 0.4049 -0.0541 0.0703 0.3510 -0.0435 -0.1133 0.3431 -0.0329 0.2045 0.2154 -0.0223 -0.0200 0.2961 -0.0276 -0.0075 0.3832 -0.0488 -0.0007 0.4466 -0.0699 -0.0095 0.2423 -0.0170 0.0089 0.3404 -0.0382 0.0008 0.4142 -0.0594 -0.0029 0.4515 -0.0805 0.0495 0.4467 -0.0859 0.0121 0.5123 -0.0877 -0.0151 0.5743 -0.0881 0.0092 0.5891 -0.0886 0.0028 0.6001 -0.0890 0.0050 0.6195 -0.0894 0.0034 0.6304 -0.0898 0.0041 0.6384 -0.0903 0.0010 0.6443 -0.0907 -0.0013 0.7343 -0.0824 0.0130 0.6331 -0.0912 0.0258 0.6660 -0.0865 -0.0005 0.8748 -0.0824 -0.0079 0.7651 -0.0824 -0.0012 0.8062 -0.0824 -0.0013 0.8379 -0.0824 -0.0011 0.8527 -0.0824 -0.0010 0.8684 -0.0824 -0.0010 0.8782 -0.0824 -0.0009 0.8831 -0.0824 -0.0007 0.8760 -0.0824 -0.0006 0.8755 -0.0824 0.0022 0.7879 -0.0824 0.0010 0.8237 -0.0824 0.0008 0.8463 -0.0824 0.0004 0.8607 -0.0824 0.0003 0.8740 -0.0824 0.0002 0.8819 -0.0824 -0.0000 0.8799 -0.0824
17:07:07 03/17/10
7.6 6.352 642.2 5.847 6.715 5.508 5.172 4.619 675.7 4.229 1.448 1.422 1.398 1.376 1.356 1.339 1.347 1.387 1.435 1.333 1.366 1.41 1.461 1.053 0.8493 0.8629 0.8774 0.8921 0.9072 0.9228 0.9384 0.9544 0.6481 0.8517 0.7496 0.796 0.6554 0.6706 0.6865 0.7029 0.7195 0.7365 0.7535 0.7705 0.7875 0.6629 0.6785 0.6947 0.7112 0.728 0.745 0.7621
7.6 6.341 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.214 1.325 1.325 1.325 1.325 1.325 1.325 1.323 1.325 1.325 1.331 1.327 1.326 1.326 0.9022 0.6901 0.6907 0.6905 0.6905 0.6903 0.6903 0.6901 0.6901 0.3497 0.5766 0.4634 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3499 0.3498 0.3498 0.3498 0.3498 0.3498 0.3499 0.3499
0 18.73 69.07 26.28 13.34 31.32 36.32 44.57 89.69 50.35 113.2 109.9 106.6 103.3 99.97 96.65 98.31 104.9 111.6 94.99 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6
Helman O. Mozo
Page
Job
392 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D205Z140P 0.429 -0.0001272 D206Z92P -0.003116 -0.001861 D207Z88P -0.001941 0.001178 D208Z84P -0.002165 -0.0002022 D209Z79P -7.354e-005 -0.0001117 D210Z72P 0.001236 -0.0005868 D211Z62P 0.03599 -0.0004769 D212Z93P 0 0 D213Z93P 0.0002821 0.0001449 D214Z9P 0.01043 -651.3 D215Z13P 0.01021 -141.3 D216Z26P 0.01391 -636.4 D217Z31P 0.01403 -144.6 D218Z45P 0.01558 -671.1 D219Z50P 0.01433 -143.1 D220Z68P 0.008044 0.001027 D221Z55P 0.01309 0.001089 D222Z75P 0.001333 0.0002286 D223Z81P -0.001686 -6.522e-005 D224Z86P -0.002923 9.033e-005 D225Z90P -0.002021 -0.001047 D226Z9P 0.0114 651.3 D227Z9P 0.01156 -0.0005273 D228Z0P 0 0 D229Z19P 0.01075 0.0002387 D230Z26P 0.01482 636.4 D231Z26P 0.01494 -0.0001797 D232Z13P 0.01231 -0.0002154 D233Z31P 0.01433 0.0003215 D234Z36P 0.01359 0.0006547 D235Z45P 0.01614 9.712e-005 D236Z45P 0.01611 671.1 D237Z50P 0.01439 0.0007783 D238Z113P 0.1228 -0.0002137 D239Z110P 0.09704 -0.0002048 D240Z107P 0.07303 -0.0001872 D241Z103P 0.0509 -0.0001918 D242Z100P 0.03112 -0.0001907 D243Z97P 0.0141 -0.0001956 D244Z98P 0.02283 0.0004258 D245Z105P 0.06183 -0.000155 D246Z112P 0.1097 -0.0002322 D247Z95P 0.005454 -0.00253 D248Z102P 0.04032 -0.001307 D249Z108P 0.0847 -0.000785 D250Z115P 0.136 -0.0005487 D251Z117P 0.1512 -0.0003499 D252Z118P 0.1592 -1.255e-005 D253Z119P 0.173 0.0001983 D254Z121P 0.1874 6.018e-005 D255Z122P 0.2021 0.0001969 D256Z124P 0.2172 0.0001274
-0.007718 -0.005406 -0.004009 -0.003284 -0.002466 -0.001939 0.0006254 0 0.002112 -43.78 -9.497 -42.79 -9.724 -45.12 -9.623 -0.002323 -0.002557 -0.00164 -0.0008473 1.663e-005 0.0008476 43.78 -0.001102 0 -0.001197 42.78 -0.001825 -0.001274 -0.001946 -0.002008 -0.002514 45.11 -0.002547 0.007749 0.007166 0.006456 0.005607 0.004608 0.003446 0.004072 0.006069 0.007489 0.002821 0.005145 0.006844 0.008009 0.005261 0.003885 0.004162 0.004375 0.004591 0.004748
-0.0004 0.0406 -0.0179 0.0034 0.0004 -0.0059 0.0038 0.0000 0.0826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0001 0.0010 0.0007 -0.0073 0.0161 -0.0354 0.0000 0.0004 0.0000 -0.0008 0.0000 -0.0019 -0.0070 -0.0084 -0.0002 -0.0030 0.0000 -0.0102 0.0096 -0.0146 0.0153 -0.0297 0.0432 -0.0801 0.0089 0.0034 0.0015 0.0078 -0.0033 0.0003 -0.0075 -0.0586 -0.0354 0.0068 -0.0012 -0.0017 0.0000
17:07:07 03/17/10
0.8753 0.0258 0.0113 -0.0130 -0.0420 -0.0061 -0.0811 0.0000 0.1303 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.2411 0.1374 -0.0017 -0.0183 0.0049 -0.0034 0.0000 0.0571 0.0000 0.0090 0.0000 0.0175 -0.0208 -0.0153 0.0064 0.0152 0.0000 -0.0613 0.4549 0.4329 0.3932 0.3752 0.2948 0.3159 0.2882 0.3808 0.4462 0.2454 0.3445 0.4149 0.4564 0.4601 0.5172 0.5774 0.5869 0.6001 0.6190
-0.0824 -0.0099 -0.0142 -0.0138 -0.0151 -0.0121 -0.0150 0.0000 -0.0538 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0577 -0.0246 -0.0462 -0.0504 -0.0532 -0.0525 0.0000 -0.0014 0.0000 -0.0108 0.0000 -0.0147 -0.0091 -0.0196 -0.0217 -0.0260 0.0000 -0.0342 -0.1267 -0.1145 -0.1024 -0.0902 -0.0781 -0.0659 -0.0720 -0.0963 -0.1206 -0.0599 -0.0842 -0.1084 -0.1327 -0.1500 -0.1574 -0.1561 -0.1548 -0.1536 -0.1523
0.779 1.437 1.69 1.966 2.316 2.762 3.441 1.9e-015 -1.325 3.533 0.01021 2.547 0.01403 2.399 0.01433 -3.023 -3.87 -2.532 -2.134 -1.829 -1.578 -3.511 -7.011 -7.6 -6.33 -2.518 -5.818 -6.691 -5.48 -5.145 -4.587 -2.367 -4.2 -1.202 -1.228 -1.252 -1.274 -1.294 -1.311 -1.302 -1.263 -1.215 -1.32 -1.285 -1.24 -1.189 -0.7505 -0.5308 -0.517 -0.5026 -0.4879 -0.4728
0.3499 139.8 1.438 91.62 1.693 87.87 1.967 83.77 2.316 78.59 2.76 71.98 3.404 62.4 1.325 93.33 1.325 93.34 -644.2 -35.19 -134.6 3.843 -630.6 -16.5 -139.1 21.6 -666.5 -0.5418 -138.9 40.73 3.032 67.95 3.884 55.28 2.534 75.35 2.132 81.32 1.827 85.88 1.575 89.6 658.3 52.37 7.022 8.589 7.6 0 6.341 18.73 642.2 69.07 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 675.7 89.69 4.215 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.98 1.325 96.66 1.325 98.32 1.325 105 1.325 111.6 1.322 95 1.324 101.6 1.324 108.3 1.324 114.9 0.9013 117 0.69 118 0.6902 119.4 0.6901 120.8 0.6902 122.2 0.6901 123.7
Helman O. Mozo
Page
Job
393 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.2327 0.2484 0.2643 0.298 0.2751 0.2863 0.446 0.3054 0.3206 0.3365 0.3529 0.3695 0.3865 0.4035 0.4205 0.4375 0.3129 0.3285 0.3447 0.3612 0.378 0.395 0.4121 0.429 -0.001854 -0.002119 -0.002149 0.0001268 0.001342 0.03601 0 651.3 1000 636.4 1000 671.1 1000 651.3 636.4 671.1 0.306 0.3211 0.337 0.3532 0.3698 0.3866 0.4036 0.4206 0.4374
0.0002328 0.0001761 0.0001002 0.0003696 0.0001764 6.75e-005 -0.0002751 0.0004039 0.0002525 0.0002028 0.0001267 5.611e-005 -1.654e-005 -8.917e-005 -0.0001629 -0.0002375 0.0003056 0.0002334 0.0001634 9.185e-005 1.972e-005 -5.275e-005 -0.0001259 -0.0002001 0.0006079 -0.001041 0.00012 -0.0001389 0.0003483 0.000514 0 -0.0005145 -3.027e-005 -0.0001725 0.0003654 9.642e-005 0.0008091 0.0002897 0.0007014 0.001415 0.0004274 0.0003424 0.0002511 0.0001652 8.143e-005 -1.75e-006 -8.44e-005 -0.0001625 -0.000238
0.004906 0.00502 0.005134 0.002062 0.004137 0.00311 0.002969 0.002216 0.002464 0.00265 0.00278 0.002874 0.002934 0.002964 0.002969 0.002969 0.00234 0.002557 0.002714 0.002826 0.002904 0.002949 0.002965 0.002969 0.001675 0.0004054 -0.0003898 -0.001254 -0.001765 -0.004202 0 -43.79 -98.63 -42.79 -95.62 -45.12 -99.57 -43.79 -42.79 -45.12 0.002157 0.002405 0.002592 0.002726 0.00282 0.002881 0.002911 0.00292 0.002922
-0.0028 0.0055 -0.0034 -0.0182 -0.0193 -0.0287 0.0039 0.0070 0.0028 0.0038 0.0036 0.0037 0.0037 0.0038 0.0038 0.0039 0.0092 0.0022 0.0040 0.0036 0.0038 0.0038 0.0038 0.0039 -0.0405 0.0214 -0.0111 -0.0006 0.0032 -0.0059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0023 0.0033 0.0032 0.0034 0.0035 0.0035 0.0036 0.0038 0.0039
Joint Support Reactions for Load Case "COMBO 4-1":
17:07:07 03/17/10
0.6309 0.6358 0.6391 0.7408 0.6503 0.6683 0.8754 0.7686 0.8063 0.8392 0.8514 0.8684 0.8783 0.8845 0.8747 0.8753 0.7863 0.8231 0.8464 0.8616 0.8740 0.8810 0.8800 0.8761 0.0303 0.0223 -0.0173 -0.0357 -0.0055 -0.0796 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.7603 0.8019 0.8334 0.8483 0.8640 0.8738 0.8787 0.8716 0.8711
-0.1510 -0.4573 0.6902 125.1 -0.1498 -0.4416 0.6902 126.5 -0.1485 -0.4257 0.6901 127.9 -0.1609 -0.05197 0.3504 130.9 -0.1540 -0.3016 0.5768 128.9 -0.1594 -0.177 0.4634 129.9 -0.1608 0.09596 0.3497 140.9 -0.1609 -0.04465 0.3504 131.4 -0.1609 -0.02942 0.3503 132.6 -0.1609 -0.01349 0.3502 133.7 -0.1609 0.002882 0.3501 134.8 -0.1609 0.01955 0.3501 135.9 -0.1608 0.03646 0.35 137 -0.1608 0.05351 0.3499 138.1 -0.1608 0.07054 0.3498 139.2 -0.1608 0.08749 0.3498 140.3 -0.1609 -0.03713 0.3503 132 -0.1609 -0.02153 0.3502 133.1 -0.1609 -0.005315 0.3502 134.2 -0.1609 0.01118 0.3501 135.3 -0.1609 0.02798 0.35 136.4 -0.1608 0.04497 0.3499 137.5 -0.1608 0.06207 0.3499 138.7 -0.1608 0.07902 0.3498 139.8 -0.0512 -1.442 1.44 91.63 -0.0536 -1.694 1.691 87.87 -0.0516 -1.97 1.968 83.78 -0.0503 -2.316 2.316 78.6 -0.0445 -2.759 2.761 71.98 -0.0430 -3.369 3.405 62.4 0.0000 -1.325 1.457e-011 93.33 0.0000 644.3 3.522 -35.2 0.0000 993.3 -3.027e-005 -85.29 0.0000 630.6 2.533 -16.5 0.0000 994.5 0.0003654 -64.3 0.0000 666.5 2.383 -0.5435 0.0000 995.8 0.0008091 -49.22 0.0000 644.3 -3.522 -35.2 0.0000 630.6 -2.532 -16.5 0.0000 666.5 -2.382 -0.5437 0.0902 -0.04403 -0.3496 131.4 0.0902 -0.02889 -0.3497 132.6 0.0902 -0.01304 -0.3497 133.7 0.0901 0.003246 -0.3498 134.8 0.0901 0.01982 -0.3499 135.9 0.0901 0.03664 -0.35 137 0.0901 0.05362 -0.3501 138.1 0.0901 0.07056 -0.3502 139.2 0.0901 0.08742 -0.3502 140.3
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % --------------------------------------------------------------------------------------------------------------------D0Z93P -112.87 0.0 0.00 0.0 46.38 0.0 0.0 122.03 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -23.82 0.0 -0.76 0.0 -25.76 0.0 0.0 35.09 0.0 -0.67 0.0 -2.4 0.0 0.19 0.0 0.0 D29Z0P -37.05 0.0 13.25 0.0 154.52 0.0 0.0 159.45 0.0 0.86 0.0 -2.2 0.0 0.17 0.0 0.0 D137Z93P -0.31 0.0 -0.51 0.0 123.79 0.0 0.0 123.79 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -35.90 0.0 -12.11 0.0 138.33 0.0 0.0 143.42 0.0 -0.85 0.0 -2.4 0.0 -0.21 0.0 0.0 D212Z93P -109.51 0.0 0.00 0.0 46.31 0.0 0.0 118.90 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -23.12 0.0 -0.43 0.0 -8.75 0.0 0.0 24.73 0.0 0.68 0.0 -2.6 0.0 -0.19 0.0 0.0 D287Z93P -0.31 0.0 0.56 0.0 -52.99 0.0 0.0 53.00 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "COMBO 4-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0.3074 0.0000 -0.6493 112.5587 -0.0000 -45.7332 0.0000 0.0000 0.0000 D1Z93P 0.6639 0.0000 -1.3966 -0.6639 0.0000 1.3966 0.0005 0.0000 -0.0055 D2Z0P 1.1808 0.0000 -2.1105 22.6373 0.7604 27.8690 0.0000 0.0000 0.0000 D3Z9P 1.3084 0.0000 -2.1105 -1.3084 -0.6513 2.1543 0.0107 -651.2642 43.7824 D4Z13P 1.3317 0.0000 -2.1105 -1.3317 0.1413 2.1011 0.0101 141.2557 -9.4971 D5Z19P 6.8553 0.0000 -6.4779 -6.8553 -0.0000 6.4779 0.0112 -0.0001 -0.0010 D6Z26P 1.2786 0.0000 -2.1608 -1.2786 -0.6364 2.2036 0.0167 -636.4003 42.7835 D7Z31P 1.2833 0.0000 -2.1608 -1.2833 0.1446 2.1511 0.0160 144.6179 -9.7239 D8Z26P 5.5875 0.0000 -4.3674 -5.5874 0.0000 4.3674 0.0168 0.0007 -0.0017 D9Z13P 2.4609 0.0000 -3.2337 -2.4609 0.0000 3.2337 0.0119 0.0001 -0.0010 D10Z31P 8.1885 0.0000 -5.7608 -8.1884 0.0000 5.7608 0.0165 0.0004 -0.0019 D11Z36P 3.5688 0.0000 -4.6139 -3.5688 0.0000 4.6139 0.0159 0.0003 -0.0020 D12Z45P 1.3482 0.0000 -2.1381 -1.3482 0.0000 2.1381 0.0203 0.0014 -0.0027 D13Z45P 1.3482 0.0000 -2.1381 -1.3482 -0.6711 2.1833 0.0203 -671.0568 45.1131 D14Z50P 1.3440 0.0000 -2.1381 -1.3439 0.1431 2.1285 0.0186 143.1027 -9.6225 D15Z55P 3.1944 0.0000 -5.1309 -3.1943 0.0000 5.1309 0.0173 0.0006 -0.0028 D16Z68P 6.3410 0.0000 -4.7479 -6.3410 -0.0000 4.7479 0.0121 -0.0007 -0.0010 D17Z68P 6.3410 0.0000 -4.7479 -6.3410 0.0000 4.7479 0.0118 0.0006 -0.0027 D18Z55P 6.8046 0.0000 -5.4729 -6.8046 -0.0000 5.4729 0.0176 -0.0007 -0.0006 D19Z75P 1.4937 0.0000 -2.6067 -1.4937 -0.0000 2.6067 0.0041 -0.0011 -0.0017 D20Z75P 5.3106 0.0000 -2.9487 -5.3106 0.0000 2.9487 0.0052 0.0011 -0.0021 D21Z81P 1.1367 0.0000 -2.1115 -1.1367 -0.0000 2.1115 0.0005 -0.0009 -0.0025 D22Z81P 1.1367 0.0000 -2.1115 -1.1367 0.0000 2.1115 -0.0001 0.0010 -0.0011 D23Z86P 0.8535 0.0000 -1.6721 -0.8535 0.0000 1.6721 -0.0015 0.0004 -0.0002 D24Z86P 0.8535 0.0000 -1.6721 -0.8535 -0.0000 1.6721 -0.0019 -0.0007 -0.0034 D25Z90P 0.7315 0.0000 -1.5014 -0.7315 -0.0000 1.5014 -0.0017 -0.0010 -0.0043 D26Z90P 0.7315 0.0000 -1.5014 -0.7315 0.0000 1.5014 -0.0016 0.0013 0.0007 D27Z93P 0.6639 0.0000 -1.3966 -0.6639 -0.0000 1.3966 0.0003 -0.0002 0.0020 D28Z50P 1.3440 0.0000 -2.1381 -1.3439 0.0000 2.1381 0.0186 0.0008 -0.0028 D29Z0P 1.1808 0.0000 -2.1105 35.8679 -13.2461 -152.4103 0.0000 0.0000 0.0000 D30Z9P 1.3084 0.0000 -2.1105 -1.3084 0.6513 2.0668 0.0099 651.2649 -43.7833 D31Z19P 2.6139 0.0000 -4.2713 -2.6139 -0.0000 4.2713 0.0115 -0.0005 -0.0006
17:07:07 03/17/10 Designed by
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P
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-1.2786 -1.2786 -1.3317 -1.2833 -2.6316 -1.3482 -1.3482 -1.3439 -0.4323 -0.4323 -0.4049 -0.4049 -0.3973 -0.3973 -0.3769 -0.3769 -0.3475 -0.3475 -0.3109 -0.3109 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.3087 -0.6571 -0.7229 -1.8566 -0.8019 -0.8362 -0.8554 -0.4276 -0.6601 -0.6601 -0.4276 -0.4623 -0.4623 -2.5283 -2.5283 -0.5010 -0.5010 -0.5159 -0.5159 -2.6679 -2.6679 -0.5544 -0.5544 -0.4978 -0.4978
17:07:07 03/17/10
0.6364 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.6711 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000
2.1180 2.1608 2.1105 2.1608 4.2989 2.1381 2.0930 2.1381 0.6966 0.6965 0.6966 0.6965 0.7437 0.7437 0.7437 0.7437 0.6966 0.6965 0.6493 0.6493 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6493 1.3459 1.4403 2.6754 1.4403 1.3931 1.3927 0.6962 1.1453 1.1453 0.6962 0.8813 0.8813 1.8904 1.8904 0.8644 0.8644 0.8545 0.8545 1.8706 1.8705 0.8446 0.8445 0.6331 0.6331
0.0156 0.0156 0.0116 0.0161 0.0162 0.0197 0.0196 0.0186 0.1225 0.1225 0.0966 0.0967 0.0726 0.0726 0.0505 0.0506 0.0308 0.0308 0.0139 0.0141 0.0054 0.0214 0.0400 0.0612 0.0843 0.1093 0.1356 0.0080 0.0226 0.0407 0.0614 0.0845 0.1093 0.1357 0.1507 0.1587 0.1586 0.1507 0.1725 0.1726 0.1871 0.1871 0.2019 0.2019 0.2171 0.2172 0.2328 0.2328 0.2486 0.2486 0.2646 0.2647
636.4011 -42.7861 -0.0001 -0.0006 -0.0000 -0.0002 -0.0003 -0.0007 -0.0005 -0.0008 -0.0008 -0.0005 671.0574 -45.1165 -0.0008 -0.0006 -0.0001 0.0078 0.0001 -0.0120 -0.0001 0.0072 0.0002 -0.0113 -0.0001 0.0064 0.0002 -0.0105 -0.0001 0.0056 0.0002 -0.0095 -0.0001 0.0046 0.0001 -0.0083 0.0000 0.0034 -0.0001 -0.0070 0.0025 0.0027 0.0023 -0.0077 0.0010 0.0051 0.0007 -0.0100 0.0005 0.0068 0.0003 -0.0117 0.0003 0.0080 -0.0055 -0.0062 -0.0006 0.0040 -0.0021 -0.0089 -0.0002 0.0061 -0.0008 -0.0109 -0.0001 0.0075 -0.0003 -0.0123 0.0001 -0.0097 -0.0004 0.0039 0.0006 -0.0084 -0.0000 0.0053 0.0002 0.0042 0.0007 -0.0087 0.0001 0.0044 0.0004 -0.0089 0.0002 0.0046 0.0004 -0.0092 0.0002 0.0048 0.0002 -0.0093 0.0002 0.0049 0.0002 -0.0095 0.0002 0.0051 0.0001 -0.0096 -0.0001 -0.0098 0.0003 0.0051
Helman O. Mozo
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Job
396 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P
0.3073 0.3073 0.2130 0.2174 0.2174 0.2130 0.1147 0.1147 0.0865 0.1753 0.0888 0.1798 0.0911 2.3481 0.0934 0.1893 0.0959 0.1943 0.0984 0.1993 0.1009 2.4832 0.1036 0.2167 0.1133 0.3562 2.8141 2.8981 0.6645 4.6243 5.4959 1.3084 1.3084 0.1753 0.1798 2.3481 0.1893 0.1943 0.1993 2.4832 0.2167 0.3562 0.3764 0.4802 0.6645 0.8361 5.4959 0.3074 0.6639 1.3084 1.3317 1.2786
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17:07:07 03/17/10
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0.0020 -0.0067 -0.0088 0.0031 -0.0077 0.0042 0.0029 -0.0077 -0.0069 0.0023 -0.0071 0.0025 -0.0073 0.0027 -0.0075 0.0028 -0.0076 0.0029 -0.0077 0.0029 -0.0077 0.0029 -0.0077 0.0029 -0.0077 0.0016 0.0002 -0.0007 -0.0015 -0.0026 -0.0044 -0.0000 -0.0009 -0.0070 -0.0072 -0.0074 -0.0075 -0.0076 -0.0077 -0.0077 -0.0077 -0.0053 -0.0038 -0.0030 -0.0021 -0.0016 0.0008 0.0000 -0.0056 43.7852 79.6321 42.7852
Helman O. Mozo
Page
Job
397 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
398 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
399 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
400 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0868 0.0929
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 39.36 -11925.75 1484.60 4923.69 -230.27 -4081.30 731.11 D128P 39.36 -4923.69 230.27 -3039.70 1776.20 -3901.29 982.98 D129P 39.36 1220.60 -806.75 1275.40 217.36 1244.45 -293.86 D130P 39.36 -458.99 -6.65 124.15 596.61 -136.01 239.64 D131P 39.36 538.04 601.72 -169.57 -495.56 113.15 32.60 D132P 39.35 -427.70 -1142.88 2983.77 5496.90 631.29 1075.35 D133P 39.35 -2983.78 -5496.91 -4781.07 -9194.52 -1391.64 -2633.05 D134P 39.35 644.69 -1249.44 2964.67 -5708.71 728.83 -1405.05 D135P 39.35 644.69 1249.44 -189.58 -285.89 78.39 165.96 D136P 39.35 189.58 285.89 238.27 418.34 51.60 84.93 D137P 39.35 -238.27 -418.34 -48.99 -36.53 -57.19 -90.57 D138P 39.35 48.99 36.53 -231.04 -660.17 -36.00 -123.30 D139P 39.35 231.04 660.17 288.61 798.08 68.52 192.28 D140P 39.35 -288.61 -798.08 -167.50 -245.04 -84.16 -192.48 D141P 39.35 167.50 245.04 -536.41 -1411.08 -77.32 -244.38 D142P 39.35 536.41 1411.08 955.65 2179.75 172.92 416.15 D143P 179.71 -19315.21 6655.85 -7752.49 3875.05 -16305.85 6343.92 D144P 685.07 81.92 1034.68 5757.56 -2475.68 5518.21 -1361.72 D145P 179.71 9475.21 -7390.36 19315.21 -6655.85 17291.54 -8436.16 D146P 179.71 7752.49 -3875.06 -4379.16 4591.64 2032.13 431.68 D147P 179.72 3966.14 -1741.13 -259.47 1658.38 2232.94 -49.85 D148P 179.73 2198.56 -988.09 506.95 1113.66 1629.82 75.64 D149P -43.20 -363.27 -235.86 -515.36 925.47 -618.45 485.40 D150P -43.21 -189.20 -320.90 2255.11 5887.32 1454.13 3918.04 D151P 34.00 204.84 481.85 204.71 168.35 407.03 646.21 D152P -0.05 197.41 -499.86 -73.27 193.14 223.91 -553.20 D153P -0.02 -0.19 -69.24 0.00 56.52 -0.33 -22.94 D154P 685.06 81.93 -1034.67 -1759.45 1687.51 -792.61 308.46 D155P 39.35 -2964.67 5708.71 -4781.07 9194.51 -1083.70 2085.09 D156P 39.35 169.57 495.56 427.70 1142.88 176.48 484.11 D157P 39.36 -124.15 -596.61 -538.04 -601.72 -241.63 -437.26 D158P 39.36 -1275.40 -217.36 458.99 6.65 -387.17 -99.93 D159P 39.36 3039.70 -1776.20 -1220.60 806.75 1050.85 -560.03 D160P 179.71 4379.16 -4591.65 -684.62 372.46 2225.63 -2541.68 D161P 179.71 684.62 -372.47 7256.44 -594.33 4783.77 -582.41 D162P 179.72 -7256.44 594.33 -3966.14 1741.13 -6760.59 1406.90 D163P 179.72 259.47 -1658.39 -1412.32 639.45 -694.49 -613.82
0.3211 0.3370 0.3532 0.3698 0.3866 0.4036 0.4206 0.4374
0.0003 0.0003 0.0002 0.0001 -0.0000 -0.0001 -0.0002 -0.0002
0.0024 0.0026 0.0027 0.0028 0.0029 0.0029 0.0029 0.0029
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P
179.72 1412.32 -639.46 3563.84 179.72 -3563.84 -354.12 -2198.56 179.73 -506.95 -1113.67 -1119.52 179.73 1119.52 -15.11 2525.66 -43.21 635.89 -402.04 189.21 -43.20 -599.95 -902.25 -635.89 -43.20 515.36 -925.46 599.95 -43.20 -59.15 -225.75 363.27 -43.19 485.04 -195.35 59.15 34.00 -204.72 -168.35 -155.62 34.01 155.61 460.36 493.03 -0.05 -50.88 -317.10 19.02 -0.04 12.84 -227.01 -4.92 -0.04 -3.00 39.90 1.05 -0.03 0.91 -104.64 -0.36 -0.02 0.18 -22.57 -0.19 -0.01 0.21 217.91 -0.16 -0.01 0.12 25.37 -0.06 -0.05 73.27 -193.15 50.88 -0.04 -19.02 -263.40 -12.84 -0.04 4.92 -243.28 3.00 -0.03 -1.05 -191.38 -0.91 -0.03 0.36 -94.48 0.19 -0.02 -0.00 -56.53 -0.18 -0.01 0.19 -80.71 -0.21 -0.01 0.16 -66.65 -0.12 -0.00 0.06 -2.09 -0.00 -7.88 -11567.50 -1624.52 4988.83 -7.88 -4988.83 7.01 -2470.84 -7.88 2106.39 -163.09 2081.04 -7.88 688.98 -1211.50 805.74 -7.87 309.81 -322.50 -480.01 -7.87 -450.91 1101.80 3406.16 -7.87 -3406.16 5961.49 -5244.23 -7.87 745.56 1359.19 3278.53 -7.87 745.56 -1359.19 -44.63 -7.87 44.63 -107.95 112.58 -7.87 -112.58 246.14 -19.31 -7.87 19.31 3.65 -187.12 -7.87 187.12 -563.17 257.42 -7.87 -257.42 736.49 -172.99 -7.87 172.99 -264.30 -648.49 -7.87 648.49 -1507.24 1072.80 -161.61 19294.21 6681.30 7752.06 -351.69 -298.55 -1907.37 5864.79 -161.61 -9322.49 -7036.44 -19294.21 -161.61 -7752.06 -3858.81 4357.30 -161.61 -3954.57 -1728.20 241.82 -161.61 -2137.22 -980.36 -662.57 -11.79 -455.77 162.18 -529.43 -11.78 -2043.70 -1049.40 -3296.15 -2.49 455.93 58.61 338.09
354.11 2997.69 988.08 -3471.33 15.11 -979.80 37.41 2195.89 320.91 580.76 402.05 -869.87 902.26 785.03 235.87 214.07 225.76 383.04 -460.35 -358.12 -211.13 644.66 263.39 -57.46 243.27 14.29 191.37 -3.53 94.47 0.99 80.69 -0.02 66.63 0.08 2.07 0.10 317.09 223.91 226.99 -57.46 -39.91 14.29 104.62 -3.53 69.22 0.99 22.56 -0.33 -217.92 -0.02 -25.38 0.08 -0.02 0.10 -7.01 -3834.52 -2462.27 -3654.51 -786.20 2087.76 -1501.11 607.16 959.31 -52.27 -5961.49 729.88 9643.22 -1550.35 6010.08 812.58 107.95 120.72 -246.14 18.96 -3.65 -26.26 563.17 -33.18 -736.49 58.61 264.30 -79.42 1507.24 -99.66 -2289.38 199.48 3858.81 16292.94 1150.85 5260.00 -6681.31 -17187.21 4590.68 -2045.04 1649.19 -2236.60 1098.36 -1686.62 1221.86 -693.46 4997.93 -3758.56 66.33 789.14
17:07:07 03/17/10
-171.90 381.90 -661.78 13.43 -57.10 -352.08 -16.33 7.12 21.41 -624.84 247.70 -96.88 29.32 417.11 -18.34 104.83 513.20 49.49 223.53 -65.67 -510.77 -156.48 -45.56 -61.28 -538.62 -165.99 -3.79 -950.97 -1202.84 -473.30 -1101.87 195.56 -1200.23 2796.73 1488.07 -215.50 -42.70 48.28 112.07 -171.37 184.67 260.50 -440.00 6349.47 -714.90 -8238.88 440.88 -47.60 71.08 974.19 2779.26 124.17
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P
0.03 0.01 -351.69 -7.87 -7.87 -7.87 -7.88 -7.88 -161.61 -161.61 -161.61 -161.61 -161.61 -161.61 -161.61 -161.62 -11.78 -11.78 -11.79 -11.79 -11.79 -2.49 -2.49 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 -30.66 -30.66 -30.66 -30.66 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65 -30.65
-498.66 -72.71 -298.55 -3278.53 480.01 -805.74 -2081.03 2470.84 -4357.30 -670.94 7261.93 -241.82 -1419.97 3530.90 662.57 -1347.70 926.49 -631.90 529.43 424.41 -281.75 -338.10 236.03 -282.03 -208.19 -150.91 -107.55 -40.91 -15.79 -3.74 412.91 237.87 177.73 126.71 89.62 56.33 26.70 7.05 1.74 5945.89 2289.59 -1612.17 -843.06 -521.97 191.63 3544.53 -644.65 -644.65 -267.10 313.05 62.54 -553.89
-521.05 -78.41 1907.37 -6010.08 -959.31 1501.11 786.20 2462.27 -4590.68 -342.36 625.66 -1649.20 -625.31 -342.05 -1098.37 -171.41 -393.66 -673.89 -1221.85 -938.48 363.03 -66.34 -457.68 -284.65 -261.78 -93.66 -141.69 -64.16 65.09 -25.35 -378.95 -248.70 -152.56 -91.86 -83.57 -44.12 28.34 48.47 18.60 -1635.20 -38.35 -160.65 -1191.99 -342.43 1125.32 5950.16 1361.88 -1361.88 -122.07 285.22 37.78 -689.28
-412.91 -56.33 -2011.09 -5244.23 450.91 -309.81 -688.98 -2106.39 670.94 -7261.93 3954.57 1419.97 -3530.90 2137.22 1347.70 -1913.68 2043.70 -926.49 631.90 455.77 -424.41 -236.04 721.03 -237.87 -177.73 -126.71 -89.62 -26.70 -7.05 -1.74 282.03 208.19 150.91 107.55 72.71 40.91 15.79 3.74 -0.00 -2289.58 1404.39 -2328.41 -770.16 166.26 -3544.53 5311.83 -3328.16 267.10 -313.05 -62.54 553.89 -615.29
378.93 44.10 -621.15 -9643.22 -1101.80 322.50 1211.50 163.09 342.35 -625.67 1728.20 625.30 342.05 980.35 171.40 -930.44 1049.41 393.67 673.90 -162.17 938.49 457.67 15.63 248.68 152.55 91.85 83.55 -28.35 -48.48 -18.62 284.63 261.77 93.64 141.67 78.40 64.14 -65.10 25.33 -0.02 38.35 -2375.66 -891.82 -1420.10 906.65 -5950.15 9664.88 6026.32 122.07 -285.22 -37.78 689.28 -834.52
17:07:07 03/17/10
-1644.10 -232.73 -1091.28 -1192.41 275.06 -407.05 -1313.62 210.54 -2220.70 -4778.84 6756.93 709.73 -2982.45 3414.53 1211.01 -1964.68 2090.63 -1096.90 817.43 619.53 -497.05 -570.61 951.18 -937.70 -696.06 -500.72 -355.61 -121.93 -41.19 -9.87 1253.39 804.53 592.75 422.51 292.77 175.38 76.62 19.46 3.13 2131.15 1809.69 -1964.69 -655.29 -109.24 -828.09 1587.27 -802.23 -65.03 -69.96 49.88 121.88 -154.16
-256.32 -61.88 607.73 -2190.03 -609.00 665.42 947.37 1516.61 -2559.23 -583.15 1417.99 -616.81 -170.64 384.52 -558.41 -663.76 461.57 -197.24 -385.69 -774.71 916.11 388.93 -439.34 -64.87 -197.01 -3.26 -104.85 -166.85 29.95 -79.30 -170.11 23.58 -106.27 89.84 -9.33 36.11 -66.30 133.10 33.52 -930.76 -1182.63 -524.74 -1061.03 173.27 -1191.63 2798.59 1491.89 -213.54 -49.12 49.27 143.75 -200.92
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P
-30.65 -30.65 -30.65 -185.30 -660.29 -185.30 -185.30 -185.31 -185.32 34.90 34.91 -37.79 0.05 0.02 -660.29 -30.65 -30.65 -30.66 -30.66 -30.66 -185.30 -185.30 -185.31 -185.31 -185.31 -185.31 -185.32 -185.32 34.91 34.91 34.90 34.90 34.89 -37.79 -37.80 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.05 0.04 0.04 0.03 0.03 0.02 0.01 0.01 0.00 12.52
615.29 -194.74 -936.40 -9375.92 -131.27 5353.40 4633.34 2762.54 1623.81 -319.46 -189.10 -222.82 240.02 -0.23 -131.28 3328.16 -166.26 770.16 2328.41 -1404.39 169.55 1678.34 -4185.17 -978.92 1620.37 -2429.70 -754.71 1194.43 558.18 -533.65 451.75 -65.53 478.21 199.32 -155.31 -61.12 15.45 -3.67 1.10 0.17 0.21 0.13 89.45 -22.84 5.89 -1.28 0.44 -0.03 0.19 0.17 0.07 5962.16
834.52 -307.94 -1526.13 -8967.10 -1072.30 -3055.36 1590.94 -30.12 -352.61 -314.63 -644.67 -453.23 -576.05 -49.88 1072.30 -6026.32 -906.65 1420.10 891.82 2375.66 1308.60 -2005.45 -3192.75 -551.79 -750.45 -1527.55 -1042.10 136.13 -283.46 -997.07 -847.40 -158.46 -163.08 163.69 -457.21 -284.39 -191.51 67.80 -82.91 -5.50 228.53 29.52 -233.24 -298.91 -276.77 -214.16 -115.02 -74.75 -96.67 -71.94 -4.96 1560.36
194.74 936.40 -1358.14 -4633.34 -4936.55 9375.92 -169.55 978.92 754.71 -451.75 1756.40 -199.31 -89.45 0.03 1287.80 5311.83 -191.63 521.97 843.06 1612.17 -1678.34 4185.17 -2762.54 -1620.37 2429.70 -1623.81 -1194.43 2116.82 189.10 -558.18 533.65 319.46 65.53 155.32 -577.04 22.84 -5.89 1.28 -0.44 -0.19 -0.17 -0.07 61.12 -15.45 3.67 -1.10 0.23 -0.17 -0.21 -0.13 0.00 -2369.09
307.94 1526.13 -2327.83 -1590.95 2362.32 8967.09 -1308.60 551.79 1042.09 847.41 5224.94 -163.70 233.22 74.73 -1583.74 -9664.88 -1125.32 342.43 1191.99 160.65 2005.44 3192.75 30.11 750.45 1527.54 352.61 -136.14 295.59 644.68 283.47 997.08 314.64 158.48 457.20 234.57 298.89 276.76 214.14 115.00 96.66 71.93 4.94 284.37 191.49 -67.81 82.89 49.86 5.49 -228.55 -29.54 -0.02 130.33
17:07:07 03/17/10
149.47 210.81 155.44 255.31 -265.92 -446.64 -8439.31 -6360.27 -4789.00 1219.05 8846.44 3550.59 2689.03 170.09 2253.89 314.26 1432.84 415.35 -542.83 375.01 1103.18 3223.92 -419.54 -613.14 271.57 -618.32 -0.36 44.83 546.45 -241.65 1208.81 -2195.34 -105.75 -600.39 471.49 643.13 1504.01 988.20 120.03 1465.17 -908.91 1996.41 3532.23 715.24 -4185.36 -1905.21 -1565.84 119.67 2439.80 468.12 -2441.88 -707.79 -1174.18 -709.78 1994.73 260.08 525.99 254.25 -768.51 -502.29 693.59 105.36 178.73 109.92 382.72 -3.24 352.45 617.08 -727.85 -221.27 -69.05 26.16 17.24 153.76 -4.30 508.50 1.20 57.88 -0.03 164.41 0.07 541.91 0.12 62.16 271.57 92.23 -69.05 -193.73 17.24 -621.49 -4.30 -236.74 1.20 -117.51 -0.36 -124.92 -0.03 -586.57 0.07 -183.02 0.12 -8.97 2094.30 985.46
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P
12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 12.52 160.16 377.96 160.16 160.16 160.16 160.17 8.04 8.03 2.13 -0.03 -0.01 377.95 12.52 12.52 12.52 12.52 12.52 160.16 160.16 160.16 160.17 160.17 160.17 160.17 160.17 8.03 8.03 8.04 8.04 8.04 2.13 2.14 -0.03 -0.02 -0.02 -0.02 -0.01
2369.09 -1581.94 -1023.91 67.77 -3233.08 5038.87 -593.89 -593.89 -418.70 452.65 41.91 -626.18 647.68 -190.51 -784.02 9370.74 206.63 -5313.44 -4643.25 -2769.50 -1601.53 -404.08 -1909.31 -387.69 -387.00 -59.95 206.63 3206.89 1431.80 511.30 2214.37 -1249.64 -184.19 -1690.90 4174.69 975.46 -1633.42 2407.06 821.92 -1301.34 835.31 -563.93 464.91 376.81 -248.35 296.64 -171.26 -253.54 -185.66 -132.34 -93.23 -29.72
-130.33 174.32 1367.70 -306.64 2346.51 -7517.94 -1300.98 1300.98 308.11 -474.31 -12.96 815.28 -882.54 284.81 1373.63 -8990.30 1888.24 -3118.34 1557.64 -51.54 -364.52 227.66 -964.33 -37.28 -406.26 -78.49 -1888.23 5890.08 -474.69 -1452.89 -537.51 -2655.98 1259.13 -2019.73 -3199.76 -572.97 -760.41 -1533.34 -1048.21 -9.84 -475.21 -575.23 -1302.21 -927.30 299.93 58.55 462.56 -309.78 -255.75 -95.07 -141.42 -64.07
1249.64 -2214.37 -511.30 -1431.80 -5038.87 5363.72 -3206.89 418.70 -452.65 -41.91 626.18 -647.68 190.51 784.02 -1199.17 4643.25 -6145.76 -9370.74 184.19 -975.46 -821.92 -464.91 -3420.17 -296.63 -365.16 -44.33 1803.19 5363.72 3233.08 -67.77 1023.91 1581.94 1690.90 -4174.69 2769.50 1633.42 -2407.06 1601.53 1301.34 -1835.79 1909.31 -835.31 563.93 404.08 -376.81 171.27 -560.91 -214.18 -156.08 -111.33 -76.10 -16.55
2655.98 537.51 1452.89 474.69 7517.94 -9685.89 -5890.07 -308.11 474.31 12.96 -815.28 882.54 -284.81 -1373.63 2159.20 -1557.65 -1253.18 8990.30 -1259.14 572.97 1048.21 1302.22 5271.25 -58.54 334.10 44.10 715.31 9685.88 -2346.51 306.64 -1367.70 -174.32 2019.72 3199.76 51.53 760.41 1533.34 364.52 9.83 -714.32 964.34 475.22 575.24 -227.65 927.31 -462.55 -13.44 258.23 150.24 92.42 83.46 -28.39
17:07:07 03/17/10
1772.83 -1892.76 -623.60 -418.88 -2042.99 1864.39 -767.49 -30.17 -105.08 81.78 132.09 -167.97 154.67 124.39 -229.84 8442.16 -5612.37 -8819.33 -2686.18 -2256.00 -1459.91 -611.65 -3751.27 -680.12 -1356.61 -188.07 949.62 1199.10 1378.34 161.84 1535.69 191.96 907.66 -3533.49 4183.25 1571.62 -2434.02 2414.81 1279.07 -1889.84 1931.86 -984.88 724.17 549.64 -440.03 465.03 -727.67 -843.59 -616.35 -439.50 -305.39 -83.45
1237.32 354.90 1145.73 51.61 2436.30 -3083.33 -1452.08 171.01 94.36 -91.86 -163.76 223.87 -215.40 -228.20 409.43 -6354.19 600.12 3526.70 179.82 314.11 411.86 1076.84 3031.52 -95.23 -130.14 -62.03 -554.19 2179.21 -833.58 -418.26 -903.51 -1635.00 1975.21 710.86 -1896.52 112.91 465.62 -704.11 -625.53 -436.24 344.28 -70.39 -511.69 -812.93 863.82 -401.52 446.36 -92.97 -190.30 -4.78 -104.53 -166.76
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
-0.01 -0.00 -0.03 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.00
-8.79 -0.97 365.16 214.18 156.08 111.33 76.10 44.33 16.55 3.21 -0.04
65.08 -25.39 -334.12 -258.25 -150.26 -92.44 -83.47 -44.11 28.38 48.44 18.58
-3.21 0.04 253.54 185.66 132.34 93.23 59.95 29.72 8.79 0.97 0.00
-48.46 -18.59 309.77 255.74 95.06 141.40 78.48 64.05 -65.09 25.38 -0.02
17:07:07 03/17/10
-21.64 -1.69 1115.90 721.15 520.19 368.95 245.36 133.56 45.70 7.54 -0.06
29.98 -79.33 -43.92 -4.53 -99.56 88.31 -9.01 35.96 -66.22 133.14 33.48
*** Analysis Results for Load Case No. 15 "SERVICIO 1-1"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-1": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0002895 -2.91e-005 -0.00351 0.1187 0.1341 0.0407 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.005991 -330.9 22.25 0.0000 0.0000 0.0000 -3.516 -337.9 30.84 D4Z13P 0.005518 157 -10.55 0.0000 0.0000 0.0000 0.005518 150.2 2.788 D5Z19P 0.005985 -0.0001721 -0.0009541 -0.0018 0.0123 0.0035 -6.334 -6.341 18.73 D6Z26P 0.00938 -308.7 20.75 0.0000 0.0000 0.0000 -2.523 -314.5 47.04 D7Z31P 0.008971 160.7 -10.8 0.0000 0.0000 0.0000 0.008971 155.2 20.52 D8Z26P 0.009463 0.0005439 -0.001548 -0.0013 0.0145 0.0050 -5.823 -5.832 26.28 D9Z13P 0.006469 0.0001169 -0.0008889 0.0052 -0.0096 0.0033 -6.697 -6.703 13.34 D10Z31P 0.009203 0.0002644 -0.001698 0.0052 -0.0102 0.0074 -5.485 -5.494 31.32 D11Z36P 0.008914 0.0001151 -0.001795 -0.0026 0.0112 0.0076 -5.149 -5.158 36.32 D12Z45P 0.01223 0.0009404 -0.002357 -0.0000 0.0153 0.0090 -4.591 -4.602 44.57 D13Z45P 0.01222 -324.9 21.84 0.0000 0.0000 0.0000 -2.371 -329.5 66.41 D14Z50P 0.01128 159 -10.69 0.0000 0.0000 0.0000 0.01128 154.8 39.66 D15Z55P 0.01062 0.0002839 -0.002509 -0.0011 0.0731 0.0076 -3.873 -3.883 55.28 D16Z68P 0.0082 -0.0003341 -0.001489 -0.0012 -0.1268 0.0388 3.04 -3.032 67.95 D17Z68P 0.008051 0.0002238 -0.002584 -0.0141 -0.0833 0.0218 -3.023 -3.031 67.95 D18Z55P 0.01087 -0.0004618 -0.001311 -0.0016 0.0705 0.0199 3.894 -3.884 55.28 D19Z75P 0.004088 -0.0006298 -0.001797 -0.0021 -0.0014 0.0336 2.538 -2.534 75.35 D20Z75P 0.004712 0.0005387 -0.002357 0.0149 -0.0521 0.0194 -2.529 -2.533 75.35 D21Z81P 0.001932 -0.0003594 -0.002145 -0.0071 -0.0265 0.0376 2.134 -2.133 81.32 D22Z81P 0.001725 0.0005051 -0.001937 0.0023 -0.0098 0.0188 -2.131 -2.132 81.32 D23Z86P 0.0004519 0.0001467 -0.001505 -0.0028 -0.0134 0.0204 -1.826 -1.826 85.87 D24Z86P 0.0003749 -0.0004063 -0.002538 0.0081 -0.0040 0.0392 1.827 -1.827 85.87 D25Z90P -0.0002513 -0.0003627 -0.002963 -0.0405 -0.0302 0.0393 1.576 -1.577 89.59 D26Z90P 1.307e-005 0.0007001 -0.001065 0.0075 -0.0088 0.0202 -1.576 -1.576 89.59 D27Z93P 0.0001086 -0.0001204 -0.0003829 0.0040 0.0142 0.0197 -1.325 -1.325 93.33 D28Z50P 0.01132 0.000479 -0.002451 0.0063 -0.0347 0.0132 -4.203 -4.214 50.35
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P
0 0.005144 0.006463 0.008487 0.008498 0.006282 0.008984 0.009203 0.01159 0.01157 0.01129 0.05298 0.05298 0.04184 0.04186 0.03148 0.03148 0.0219 0.02193 0.01337 0.01332 0.005971 0.006123 0.001413 0.00883 0.01709 0.02643 0.03645 0.0473 0.05862 0.004358 0.01019 0.01787 0.02672 0.03668 0.04734 0.05872 0.06515 0.0686 0.06853 0.06511 0.0745 0.07452 0.08073 0.08076 0.08708 0.08708 0.09355 0.09356 0.1002 0.1002 0.1069
0 330.9 -0.0004294 308.7 6.929e-005 7.394e-006 -0.0001645 -0.000361 -0.0003084 324.9 -0.0004402 -6.008e-005 9.853e-005 -6.289e-005 0.0001143 -7.622e-005 0.0001257 -7.207e-005 9.244e-005 -3.16e-005 8.668e-005 -1.578e-005 -6.064e-005 -2.415e-005 0.00156 4.118e-005 0.0005251 4.656e-005 0.0001952 7.707e-005 -0.003373 0.0003181 -0.00122 0.0001001 -0.0004179 -2.92e-006 -9.701e-005 0.0001051 -0.0001718 0.0003018 -3.598e-005 4.741e-005 0.0003587 3.694e-005 0.0002222 8.542e-005 0.0002298 6.97e-005 0.000135 0.0001128 0.0001308 0.0001046
0 -22.25 -0.0008297 -20.76 -0.001013 -0.000489 -0.001144 -0.001279 -0.0012 -21.84 -0.001254 0.001884 -0.006606 0.001669 -0.006278 0.001398 -0.005885 0.001068 -0.005408 0.0006658 -0.004858 0.0001984 -0.004195 -4.34e-005 -0.004577 0.0008915 -0.005675 0.00155 -0.006461 0.00198 -0.003813 0.0004412 -0.005139 0.001246 -0.006094 0.00179 -0.00675 -0.005656 0.0001682 -0.005103 0.0007847 0.0002597 -0.005239 0.0003525 -0.005346 0.0004197 -0.005452 0.0004883 -0.005531 0.0005353 -0.00561 0.0005849
0.0000 0.0000 0.0000 0.0000 -0.0011 0.0084 0.0000 0.0000 -0.0018 0.0130 0.0069 0.0023 0.0027 0.0015 -0.0005 0.0098 -0.0008 0.0152 0.0000 0.0000 -0.0006 -0.0261 -0.0023 0.1957 0.0082 0.1980 0.0015 0.1890 -0.0159 0.1822 0.0016 0.1659 0.0236 0.1789 -0.0015 0.1706 -0.0443 0.1438 0.0070 0.1110 0.0704 0.1645 -0.0086 0.1697 -0.1304 0.0583 -0.0015 0.1056 0.0109 0.1302 -0.0003 0.1504 0.0042 0.1666 -0.0011 0.1795 0.0023 0.1927 0.0010 0.1934 0.0033 0.1025 0.0008 0.1215 -0.0066 0.1459 0.0001 0.1639 -0.0016 0.1786 0.0001 0.1922 -0.0052 0.1981 -0.0319 0.1955 0.0061 0.2220 -0.0179 0.2239 0.0215 0.1944 -0.0080 0.2480 0.0063 0.2507 0.0011 0.2538 0.0019 0.2526 -0.0012 0.2579 0.0016 0.2578 -0.0003 0.2659 0.0024 0.2656 -0.0008 0.2701 0.0009 0.2702 -0.0006 0.2724
17:07:07 03/17/10
0.0000 0.0000 0.0077 0.0000 0.0108 0.0063 0.0141 0.0155 0.0188 0.0000 0.0242 0.0391 0.0647 0.0359 0.0607 0.0326 0.0567 0.0294 0.0527 0.0262 0.0487 0.0230 0.0447 0.0214 0.0467 0.0278 0.0547 0.0342 0.0627 0.0407 0.0427 0.0246 0.0507 0.0310 0.0587 0.0375 0.0667 0.0743 0.0440 0.0776 0.0431 0.0440 0.0769 0.0441 0.0761 0.0441 0.0754 0.0442 0.0746 0.0443 0.0739 0.0443
7.6 3.528 6.347 2.541 5.841 6.709 5.503 5.167 4.615 2.395 4.226 -1.272 1.378 -1.283 1.367 -1.294 1.356 -1.303 1.347 -1.312 1.338 -1.319 1.331 -1.324 1.334 -1.308 1.351 -1.289 1.372 -1.266 1.329 -1.315 1.343 -1.298 1.362 -1.278 1.384 0.9668 -0.6214 0.7585 -0.8366 -0.6155 0.7645 -0.6093 0.7708 -0.6029 0.7771 -0.5964 0.7836 -0.5898 0.7902 -0.5831
-7.6 0 323.9 -13.66 -6.341 18.73 302.9 5.53 -5.833 26.28 -6.703 13.34 -5.494 31.32 -5.159 36.32 -4.603 44.57 320.3 22.73 -4.215 50.35 -1.325 113.3 -1.325 113.3 -1.325 109.9 -1.325 109.9 -1.325 106.6 -1.325 106.6 -1.325 103.3 -1.325 103.3 -1.325 99.98 -1.325 99.98 -1.325 96.66 -1.325 96.66 -1.325 95 -1.323 98.32 -1.325 101.6 -1.324 105 -1.325 108.3 -1.325 111.6 -1.325 114.9 -1.328 95 -1.325 98.32 -1.326 101.6 -1.325 105 -1.325 108.3 -1.325 111.6 -1.325 114.9 -0.9016 116.9 -0.6902 118 -0.6897 118 -0.9017 117 -0.69 119.4 -0.6896 119.4 -0.69 120.8 -0.6898 120.8 -0.6899 122.2 -0.6898 122.2 -0.6899 123.6 -0.6899 123.6 -0.6899 125.1 -0.6899 125.1 -0.6899 126.5
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D81Z126P 0.1069 4.553e-005 D82Z128P 0.1137 -4.87e-005 D83Z128P 0.1137 0.0001528 D84Z131P 0.1282 0.0001976 D85Z131P 0.1282 -0.0001176 D86Z129P 0.1184 -7.809e-005 D87Z130P 0.1231 0.0002593 D88Z130P 0.1232 -0.0001962 D89Z129P 0.1183 0.0001705 D90Z141P 0.1898 -0.0001053 D91Z141P 0.1898 -6.317e-006 D92Z131P 0.1313 -8.755e-005 D93Z132P 0.1344 0.0001932 D94Z133P 0.1376 -0.0001033 D95Z133P 0.1409 0.0001543 D96Z134P 0.1443 -8.296e-005 D97Z134P 0.1477 0.0001175 D98Z135P 0.1511 -7.2e-005 D99Z135P 0.1545 8.044e-005 D100Z136P 0.158 -5.915e-005 D101Z136P 0.1615 4.324e-005 D102Z137P 0.165 -4.698e-005 D103Z138P 0.1686 6.03e-006 D104Z138P 0.1721 -3.486e-005 D105Z139P 0.1757 -3.103e-005 D106Z139P 0.1792 -2.32e-005 D107Z140P 0.1827 -6.811e-005 D108Z140P 0.1862 -1.191e-005 D109Z92P -9.719e-005 0.0002252 D111Z88P 0.0003261 0.0005871 D113Z84P 0.001333 0.0003453 D115Z79P 0.002719 0.0004513 D117Z72P 0.007562 0.001477 D119Z62P 0.02237 0.0004268 D121Z9P 0.005151 0.0004915 D122Z9P 0.006002 0.000371 D123Z132P 0.1344 -0.0001035 D124Z133P 0.1409 -9.11e-005 D125Z134P 0.1477 -7.792e-005 D126Z135P 0.1545 -6.542e-005 D127Z136P 0.1615 -5.309e-005 D128Z138P 0.1686 -4.087e-005 D129Z139P 0.1757 -2.897e-005 D130Z140P 0.1827 -1.753e-005 D131Z92P -0.001332 0.001175 D132Z88P 0.0002759 -0.0007904 D133Z84P 0.0009015 -0.00023 D134Z79P 0.003327 -0.0005464 D135Z72P 0.004247 -0.0005247 D136Z62P 0.02237 -0.0003741 D137Z93P 0 0 D138Z93P 0.0002839 3.335e-005
-0.005666 -0.005722 0.0006191 -0.0007557 -0.004425 -0.005302 -0.0002844 -0.004865 0.0001798 -0.0004361 -0.004877 -0.004497 -0.0006509 -0.004615 -0.0005718 -0.004706 -0.000517 -0.00477 -0.0004779 -0.004818 -0.0004518 -0.00485 -0.000438 -0.00487 -0.0004356 -0.004875 -0.0004359 -0.004877 -0.0006821 -0.001286 -0.001727 -0.002101 -0.002625 -0.00346 -0.0002798 -0.0007221 -0.004556 -0.00466 -0.004739 -0.004794 -0.004834 -0.00486 -0.004874 -0.004876 -0.003444 -0.002724 -0.002381 -0.001956 -0.001773 -0.0005487 0 -0.003568
0.0050 0.0009 -0.0015 0.0001 -0.0082 -0.0054 0.0063 -0.0090 0.0026 0.0019 -0.0006 0.0006 0.0029 -0.0010 0.0026 -0.0006 0.0023 -0.0007 0.0023 -0.0006 0.0022 -0.0006 0.0022 -0.0006 0.0020 -0.0006 0.0019 -0.0006 0.0187 -0.0103 0.0095 -0.0017 0.0018 0.0068 0.0010 -0.0002 0.0013 -0.0012 -0.0005 -0.0007 -0.0006 -0.0006 -0.0006 -0.0006 -0.0242 0.0005 -0.0030 -0.0056 0.0007 -0.0032 0.0000 -0.1214
17:07:07 03/17/10
0.2718 0.0731 0.2739 0.0724 0.2753 0.0444 0.3103 0.0407 0.3127 0.0761 0.2806 0.0740 0.2873 0.0424 0.2877 0.0758 0.2727 0.0444 0.3635 0.0407 0.3636 0.0760 0.3217 0.0761 0.3287 0.0407 0.3367 0.0761 0.3439 0.0407 0.3500 0.0760 0.3525 0.0407 0.3542 0.0760 0.3580 0.0407 0.3611 0.0760 0.3634 0.0407 0.3651 0.0760 0.3666 0.0407 0.3677 0.0760 0.3656 0.0407 0.3632 0.0760 0.3635 0.0407 0.3636 0.0760 0.0026 0.0192 -0.0040 0.0207 -0.0183 0.0194 -0.0248 0.0194 -0.0095 0.0167 -0.0530 0.0171 0.0307 0.0018 0.0302 -0.0001 0.3286 0.0761 0.3434 0.0761 0.3524 0.0760 0.3584 0.0760 0.3633 0.0760 0.3662 0.0760 0.3655 0.0760 0.3639 0.0760 -0.0026 0.0395 -0.0037 0.0396 -0.0176 0.0384 -0.0221 0.0362 -0.0081 0.0328 -0.0390 0.0303 0.0000 0.0000 0.1377 -0.0110
0.7969 0.8037 -0.5763 -0.2218 0.4782 0.695 -0.3402 0.5865 -0.4583 -0.1602 0.5398 0.4813 -0.2156 0.4876 -0.2091 0.4943 -0.2023 0.5011 -0.1955 0.508 -0.1885 0.515 -0.1814 0.5221 -0.1743 0.5292 -0.1673 0.5362 -1.44 -1.692 -1.966 -2.313 -2.753 -3.382 7.028 -7.016 0.4844 0.4909 0.4977 0.5045 0.5115 0.5186 0.5257 0.5327 1.438 1.693 1.969 2.319 2.765 3.427 1.325 1.325
-0.69 -0.69 -0.6898 -0.3498 -0.3501 -0.5767 -0.4631 -0.4635 -0.5765 -0.3501 -0.35 -0.3501 -0.3498 -0.3501 -0.3498 -0.3501 -0.3499 -0.3501 -0.3499 -0.3501 -0.35 -0.35 -0.35 -0.35 -0.35 -0.35 -0.3501 -0.35 -1.44 -1.692 -1.967 -2.315 -2.759 -3.404 -7.022 -7.022 -0.3501 -0.3501 -0.3501 -0.3501 -0.3501 -0.35 -0.35 -0.35 -1.439 -1.693 -1.968 -2.316 -2.761 -3.405 1.457e-011 1.325
126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.7 139.2 139.8 140.3 91.63 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.33
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D139Z9P 330.9 0.0004941 D140Z13P 504.9 1.383e-005 D141Z26P 308.7 6.966e-005 D142Z31P 456.7 -0.0001871 D143Z45P 324.9 -0.0003101 D144Z50P 490.8 -0.0004445 D145Z68P 0.005974 -0.0006394 D146Z55P 0.008463 -0.0004802 D147Z75P 0.002605 -0.0002002 D148Z81P 0.0005862 -0.000238 D149Z86P -8.214e-005 4.309e-005 D150Z90P -0.0006081 0.0001914 D151Z9P 330.9 -0.0003912 D152Z9P 0.005499 -0.0003895 D153Z0P 0 0 D154Z19P 0.006269 0.0003376 D155Z26P 308.7 -0.0003208 D156Z26P 0.007577 -0.0003207 D157Z13P 0.006469 1.64e-005 D158Z31P 0.007857 -0.0002099 D159Z36P 0.007926 -0.0001406 D160Z45P 0.00932 -0.0004989 D161Z45P 324.9 -0.0004971 D162Z50P 0.008926 -0.000449 D163Z113P 0.05321 0.0001393 D164Z110P 0.04209 0.0001906 D165Z107P 0.03171 0.0001453 D166Z103P 0.02213 0.0001515 D167Z100P 0.01348 0.0001044 D168Z97P 0.006222 0.0001674 D169Z98P 0.008963 -0.001406 D170Z105P 0.02665 -0.0002639 D171Z112P 0.04753 9.686e-005 D172Z95P 0.004417 0.003432 D173Z102P 0.01806 0.00144 D174Z108P 0.03691 0.0007025 D175Z115P 0.05894 0.0004027 D176Z117P 0.06542 0.0002625 D177Z118P 0.06888 0.0001152 D178Z119P 0.07471 0.0003504 D179Z121P 0.08088 0.0002547 D180Z122P 0.08715 0.0002471 D181Z124P 0.09357 0.0001508 D182Z125P 0.1002 0.0001399 D183Z126P 0.1068 5.736e-005 D184Z128P 0.1136 5.306e-005 D185Z131P 0.1278 -0.0001419 D186Z129P 0.1181 -1.043e-005 D187Z130P 0.1229 1.894e-005 D188Z141P 0.1898 -5.929e-006 D189Z131P 0.1309 -6.82e-005 D190Z133P 0.1373 -6.14e-005
22.25 33.94 20.75 30.7 21.84 32.99 -0.001671 -0.001433 -0.001985 -0.002345 -0.002669 -0.003072 22.25 -0.0001816 0 -0.0007034 20.75 -0.0009378 -0.0003677 -0.001086 -0.001234 -0.00127 21.84 -0.001354 -0.006613 -0.006288 -0.0059 -0.00543 -0.004891 -0.00424 -0.004615 -0.005694 -0.006469 -0.003863 -0.005165 -0.006106 -0.006756 -0.005637 -0.005056 -0.005181 -0.005305 -0.005398 -0.00549 -0.005559 -0.005625 -0.005673 -0.004434 -0.005281 -0.004859 -0.004884 -0.004499 -0.004617
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17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1311 0.0745 -0.0021 -0.0114 -0.0022 -0.0346 0.0000 0.0309 0.0000 0.0029 0.0000 0.0083 -0.0012 -0.0000 0.0045 0.0106 0.0000 -0.0289 0.1984 0.1821 0.1791 0.1442 0.1656 0.0596 0.1314 0.1669 0.1927 0.1040 0.1466 0.1786 0.1948 0.1913 0.2191 0.2453 0.2510 0.2551 0.2633 0.2673 0.2704 0.2729 0.3095 0.2682 0.2811 0.3660 0.3226 0.3391
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0175 -0.0022 -0.0100 -0.0113 -0.0121 -0.0115 0.0000 0.0009 0.0000 -0.0021 0.0000 -0.0027 -0.0022 -0.0042 -0.0043 -0.0050 0.0000 -0.0084 -0.0321 -0.0286 -0.0251 -0.0216 -0.0181 -0.0145 -0.0163 -0.0233 -0.0304 -0.0128 -0.0198 -0.0269 -0.0339 -0.0356 -0.0362 -0.0363 -0.0364 -0.0366 -0.0367 -0.0368 -0.0369 -0.0370 -0.0331 -0.0370 -0.0349 -0.0331 -0.0331 -0.0331
337.9 511.6 314.5 462.2 329.5 495 3.037 3.892 2.536 2.133 1.826 1.576 337.9 7.028 7.6 6.347 314.5 5.84 6.71 5.502 5.166 4.613 329.5 4.224 1.378 1.367 1.357 1.347 1.338 1.331 1.334 1.352 1.373 1.329 1.343 1.362 1.384 0.9671 0.7589 0.7647 0.7709 0.7771 0.7836 0.7902 0.7968 0.8036 0.4778 0.6948 0.5862 0.5398 0.4809 0.4873
-3.522 1.383e-005 -2.533 -0.0001871 -2.383 -0.0004445 3.031 3.883 2.534 2.132 1.827 1.577 3.522 7.022 7.6 6.341 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.214 1.325 1.325 1.325 1.325 1.325 1.325 1.324 1.325 1.325 1.328 1.326 1.326 1.325 0.9019 0.6901 0.6904 0.6903 0.6902 0.6902 0.6901 0.6901 0.6901 0.3499 0.5767 0.4634 0.35 0.3499 0.3499
30.84 47.28 47.04 62.02 66.42 83.35 67.95 55.28 75.35 81.32 85.87 89.59 30.84 8.59 0 18.73 47.04 26.28 13.34 31.32 36.32 44.57 66.42 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9 131.4 132.5
Helman O. Mozo
Page
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409 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P
0.144 0.1509 0.1578 0.1649 0.1721 0.1792 0.1863 0.1341 0.1406 0.1474 0.1543 0.1614 0.1685 0.1756 0.1827 -0.001558 3.268e-005 0.0003614 0.001696 0.002384 0.02093 0 9.553e-005 0.005434 0.005562 0.007565 0.007843 0.009308 0.008918 0.005926 0.008288 0.00252 0.0008211 -0.0003428 -0.0002183 0.006408 0.0065 0 0.005738 0.008336 0.008398 0.00673 0.008021 0.007634 0.009919 0.009904 0.008954 0.0532 0.04207 0.0317 0.02211 0.01353
-5.729e-005 -5.247e-005 -4.512e-005 -3.758e-005 -2.987e-005 -2.181e-005 -1.112e-005 -9.23e-005 -8.328e-005 -7.211e-005 -6.116e-005 -5.001e-005 -3.888e-005 -2.791e-005 -1.697e-005 -0.00124 0.0005644 -0.0001532 -0.0002084 -0.000427 -0.000282 0 0.0001148 -330.9 -157 -308.7 -160.7 -324.9 -159 0.000663 0.0006533 0.0001864 -1.132e-005 0.0001486 -0.0005712 330.9 -0.0005058 0 0.0002747 308.7 -0.00021 -0.000157 0.0001768 0.0004319 -8.275e-005 324.9 0.000432 -9.807e-005 -9.709e-005 -9.733e-005 -9.389e-005 -0.0001073
-0.004708 -0.004775 -0.004822 -0.004855 -0.004875 -0.004882 -0.004884 -0.004565 -0.004669 -0.004747 -0.004802 -0.004842 -0.004868 -0.004881 -0.004883 -0.003529 -0.00283 -0.002516 -0.002169 -0.001964 -0.0006258 0 -0.0003342 -22.25 -10.55 -20.76 -10.8 -21.84 -10.69 -0.002383 -0.002369 -0.002121 -0.001778 -0.001361 -0.0009804 22.25 -0.0008461 0 -0.001076 20.75 -0.001593 -0.001025 -0.001726 -0.001817 -0.002259 21.84 -0.002326 0.001882 0.001669 0.001403 0.001081 0.0006879
-0.0009 -0.0008 -0.0008 -0.0007 -0.0007 -0.0006 -0.0006 0.0006 0.0001 0.0000 -0.0002 -0.0002 -0.0002 -0.0003 -0.0005 0.0190 -0.0056 -0.0009 0.0022 -0.0042 0.0029 0.0000 -0.0027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0010 0.0004 -0.0037 0.0056 -0.0061 0.0000 0.0000 0.0000 -0.0001 0.0000 -0.0005 -0.0068 -0.0064 0.0005 -0.0016 0.0000 -0.0071 0.0022 -0.0018 -0.0017 0.0017 -0.0063
17:07:07 03/17/10
0.3519 0.3573 0.3636 0.3675 0.3695 0.3664 0.3662 0.3319 0.3462 0.3550 0.3605 0.3658 0.3691 0.3681 0.3660 0.0030 -0.0045 -0.0094 -0.0254 -0.0005 -0.0423 0.0000 0.0163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1280 0.0762 -0.0000 -0.0131 -0.0056 -0.0012 0.0000 0.0308 0.0000 0.0060 0.0000 0.0111 -0.0141 -0.0098 0.0071 0.0116 0.0000 -0.0341 0.1950 0.1889 0.1661 0.1712 0.1118
-0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0331 -0.0104 -0.0121 -0.0116 -0.0118 -0.0097 -0.0108 0.0000 -0.0307 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0319 -0.0139 -0.0259 -0.0285 -0.0302 -0.0304 0.0000 -0.0009 0.0000 -0.0060 0.0000 -0.0082 -0.0051 -0.0110 -0.0120 -0.0144 0.0000 -0.0191 -0.0528 -0.0491 -0.0454 -0.0417 -0.0381
0.494 0.5009 0.5078 0.5149 0.5221 0.5292 0.5363 0.4841 0.4906 0.4974 0.5043 0.5114 0.5185 0.5256 0.5327 1.438 1.692 1.968 2.318 2.763 3.426 1.9e-015 -1.325 3.528 0.005562 2.54 0.007843 2.392 0.008918 -3.025 -3.875 -2.531 -2.132 -1.827 -1.577 -3.516 -7.016 -7.6 -6.335 -2.524 -5.824 -6.696 -5.486 -5.151 -4.593 -2.373 -4.206 -1.272 -1.283 -1.293 -1.303 -1.311
0.3499 133.7 0.3499 134.8 0.35 135.9 0.35 137 0.35 138.1 0.35 139.2 0.35 140.3 0.3499 132 0.3499 133.1 0.3499 134.2 0.3499 135.3 0.3499 136.4 0.35 137.5 0.35 138.6 0.35 139.8 1.439 91.62 1.693 87.87 1.968 83.77 2.316 78.59 2.76 71.98 3.404 62.4 1.325 93.33 1.325 93.33 -323.9 -13.66 -150.2 2.788 -302.9 5.53 -155.2 20.52 -320.3 22.73 -154.8 39.66 3.032 67.95 3.884 55.28 2.534 75.35 2.132 81.32 1.827 85.87 1.576 89.59 337.9 30.84 7.022 8.589 7.6 0 6.341 18.73 314.5 47.04 5.833 26.28 6.703 13.34 5.495 31.32 5.159 36.32 4.603 44.57 329.5 66.41 4.215 50.35 1.325 113.3 1.325 109.9 1.325 106.6 1.325 103.3 1.325 99.98
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P
0.006069 0.01033 0.02694 0.04756 0.001459 0.01728 0.03667 0.05884 0.06541 0.06886 0.07473 0.0809 0.08714 0.09357 0.1002 0.1068 0.1135 0.1278 0.1181 0.1228 0.1898 0.1309 0.1373 0.144 0.1509 0.1578 0.1649 0.1721 0.1792 0.1863 0.1341 0.1406 0.1474 0.1543 0.1614 0.1685 0.1756 0.1827 -0.0001665 -0.0001629 0.0003791 0.00192 0.002501 0.02096 0 330.9 818.8 308.7 778.1 324.9 808.8 330.9
-6.591e-005 0.0002326 0.0099 0.1713 -0.0344 -0.0004327 0.0004688 0.0002 0.1227 -0.0362 -0.0002719 0.001254 0.0001 0.1642 -0.0436 -0.0001523 0.001788 -0.0001 0.1922 -0.0509 -1.975e-005 -2.492e-006 0.0029 0.1075 -0.0326 -0.0001966 0.0009082 0.0008 0.1511 -0.0399 -0.0002161 0.001552 0.0009 0.1795 -0.0473 -0.0002082 0.001977 -0.0030 0.1958 -0.0546 -0.0001587 0.0007526 -0.0227 0.1989 -0.0611 -3.47e-005 0.0001416 -0.0140 0.2212 -0.0640 5.376e-005 0.0002468 0.0022 0.2462 -0.0634 1.305e-005 0.000325 -0.0009 0.2502 -0.0628 7.425e-005 0.0004059 -0.0011 0.2551 -0.0623 5.959e-005 0.0004629 -0.0004 0.2630 -0.0617 0.0001078 0.000521 -0.0014 0.2676 -0.0611 9.717e-005 0.0005619 0.0017 0.2693 -0.0606 7.998e-005 0.0006041 -0.0019 0.2705 -0.0600 0.0002181 -0.0007332 -0.0072 0.3122 -0.0645 0.00012 0.0001689 -0.0085 0.2750 -0.0620 9.338e-005 -0.000277 -0.0122 0.2825 -0.0640 -0.000105 -0.0004126 0.0019 0.3662 -0.0644 0.0002291 -0.0006749 0.0032 0.3238 -0.0645 0.0001604 -0.0005834 0.0015 0.3392 -0.0645 0.0001335 -0.0005165 0.0019 0.3525 -0.0645 9.576e-005 -0.0004714 0.0018 0.3567 -0.0645 6.025e-005 -0.000439 0.0019 0.3636 -0.0644 2.388e-005 -0.0004192 0.0019 0.3676 -0.0644 -1.244e-005 -0.0004112 0.0019 0.3702 -0.0644 -4.917e-005 -0.0004121 0.0019 0.3657 -0.0644 -8.63e-005 -0.0004125 0.0019 0.3661 -0.0644 0.0001854 -0.0006294 0.0041 0.3311 -0.0645 0.0001493 -0.0005501 0.0012 0.3460 -0.0645 0.0001141 -0.0004949 0.0020 0.3551 -0.0645 7.82e-005 -0.0004554 0.0018 0.3609 -0.0645 4.204e-005 -0.0004292 0.0019 0.3659 -0.0644 5.76e-006 -0.0004154 0.0019 0.3687 -0.0644 -3.074e-005 -0.0004126 0.0019 0.3682 -0.0644 -6.77e-005 -0.0004124 0.0019 0.3664 -0.0644 -0.0001702 -0.0006201 -0.0173 0.0061 -0.0298 -0.0003912 -0.001176 0.0121 0.0061 -0.0305 8.158e-005 -0.001567 -0.0070 -0.0159 -0.0293 -5.497e-005 -0.001967 0.0000 -0.0199 -0.0283 0.0002201 -0.002149 0.0019 -0.0014 -0.0249 0.0002748 -0.003354 -0.0040 -0.0417 -0.0239 0 0 0.0000 0.0000 0.0000 -0.0004953 -22.25 0.0000 0.0000 0.0000 -1.452e-005 -55.05 0.0000 0.0000 0.0000 -0.0002035 -20.76 0.0000 0.0000 0.0000 0.0002187 -52.31 0.0000 0.0000 0.0000 -8.225e-005 -21.84 0.0000 0.0000 0.0000 0.0004554 -54.38 0.0000 0.0000 0.0000 0.0003654 -22.25 0.0000 0.0000 0.0000
17:07:07 03/17/10
-1.319 1.325 96.66 -1.315 1.325 98.32 -1.298 1.325 105 -1.277 1.325 111.6 -1.324 1.325 95 -1.308 1.325 101.6 -1.288 1.325 108.3 -1.266 1.325 114.9 -0.8363 0.9015 117 -0.6211 0.69 118 -0.6153 0.6901 119.4 -0.6091 0.69 120.8 -0.6029 0.6901 122.2 -0.5964 0.6901 123.6 -0.5898 0.6901 125.1 -0.5832 0.6901 126.5 -0.5765 0.6901 127.9 -0.2222 0.3502 130.9 -0.4586 0.5768 128.9 -0.3405 0.4634 129.9 -0.1602 0.3499 140.9 -0.2191 0.3502 131.4 -0.2127 0.3502 132.6 -0.206 0.3501 133.7 -0.1991 0.3501 134.8 -0.1922 0.3501 135.9 -0.1851 0.35 137 -0.1779 0.35 138.1 -0.1708 0.35 139.2 -0.1637 0.3499 140.3 -0.2159 0.3502 132 -0.2094 0.3501 133.1 -0.2026 0.3501 134.2 -0.1957 0.3501 135.3 -0.1886 0.35 136.4 -0.1815 0.35 137.5 -0.1744 0.35 138.7 -0.1673 0.3499 139.8 -1.44 1.44 91.63 -1.692 1.692 87.87 -1.967 1.968 83.77 -2.314 2.316 78.59 -2.758 2.761 71.98 -3.384 3.405 62.4 -1.325 1.457e-011 93.33 323.9 3.522 -13.66 812.1 -1.452e-005 -41.71 302.9 2.533 5.529 772.6 0.0002187 -20.99 320.3 2.383 22.73 804.6 0.0004554 -4.021 323.9 -3.522 -13.66
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Page
Job
411 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
308.7 0.0005363 324.9 0.0009398 0.1313 0.0002351 0.1376 0.0001937 0.1443 0.0001498 0.1511 0.000109 0.158 6.842e-005 0.165 2.804e-005 0.1721 -1.217e-005 0.1792 -4.975e-005 0.1862 -8.697e-005
-20.76 0.0000 -21.84 0.0000 -0.0007033 -0.0004 -0.0006115 0.0017 -0.0005445 0.0016 -0.0004975 0.0017 -0.0004649 0.0018 -0.000445 0.0018 -0.0004369 0.0018 -0.0004358 0.0019 -0.0004361 0.0019
17:07:07 03/17/10
0.0000 0.0000 0.3198 0.3367 0.3494 0.3548 0.3611 0.3650 0.3670 0.3639 0.3637
0.0000 0.0000 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407 0.0407
302.9 320.3 -0.2187 -0.2124 -0.2057 -0.1989 -0.192 -0.185 -0.1779 -0.1708 -0.1638
-2.532 -2.382 -0.3498 -0.3498 -0.3499 -0.3499 -0.3499 -0.35 -0.35 -0.35 -0.3501
5.529 22.73 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-1": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -57.09 0.0 0.00 0.0 51.47 0.0 0.0 76.87 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -9.62 0.0 2.92 0.0 20.11 0.0 0.0 22.49 0.0 -0.32 0.0 -1.3 0.0 0.10 0.0 0.0 D29Z0P -23.92 0.0 10.96 0.0 122.89 0.0 0.0 125.68 0.0 0.52 0.0 -1.1 0.0 0.09 0.0 0.0 D137Z93P -0.20 0.0 -0.27 0.0 76.50 0.0 0.0 76.50 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -23.28 0.0 -10.32 0.0 113.88 0.0 0.0 116.69 0.0 -0.52 0.0 -1.2 0.0 -0.11 0.0 0.0 D212Z93P -55.26 0.0 0.00 0.0 51.43 0.0 0.0 75.49 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -9.20 0.0 -3.63 0.0 30.17 0.0 0.0 31.75 0.0 0.32 0.0 -1.5 0.0 -0.10 0.0 0.0 D287Z93P -0.20 0.0 0.34 0.0 2.24 0.0 0.0 2.27 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-1": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.2044 0.0000 -0.7215 56.8869 -0.0000 -50.7457 0.0000 0.0000 0.0000 D1Z93P 0.4410 0.0000 -1.5518 -0.4410 -0.0000 1.5518 0.0003 -0.0000 -0.0035 D2Z0P 0.6648 0.0000 -2.3451 8.9570 -2.9238 -17.7694 0.0000 0.0000 0.0000 D3Z9P 0.6648 0.0000 -2.3451 -0.6648 -0.3309 2.3673 0.0060 -330.9146 22.2460 D4Z13P 0.6648 0.0000 -2.3451 -0.6648 0.1570 2.3345 0.0055 156.9508 -10.5523 D5Z19P 3.5766 0.0000 -7.1977 -3.5766 -0.0000 7.1977 0.0060 -0.0002 -0.0010 D6Z26P 0.6202 0.0000 -2.4009 -0.6202 -0.3087 2.4216 0.0094 -308.7015 20.7524 D7Z31P 0.6202 0.0000 -2.4009 -0.6202 0.1607 2.3901 0.0090 160.6866 -10.8044 D8Z26P 2.9445 0.0000 -4.8526 -2.9445 0.0000 4.8526 0.0095 0.0005 -0.0015 D9Z13P 1.2554 0.0000 -3.5931 -1.2554 0.0000 3.5931 0.0065 0.0001 -0.0009 D10Z31P 4.3376 0.0000 -6.4009 -4.3376 0.0000 6.4009 0.0092 0.0003 -0.0017 D11Z36P 1.7853 0.0000 -5.1266 -1.7853 0.0000 5.1266 0.0089 0.0001 -0.0018 D12Z45P 0.6527 0.0000 -2.3757 -0.6527 0.0000 2.3757 0.0122 0.0009 -0.0024 D13Z45P 0.6527 0.0000 -2.3757 -0.6527 -0.3249 2.3976 0.0122 -324.8785 21.8395 D14Z50P 0.6527 0.0000 -2.3757 -0.6527 0.1590 2.3650 0.0113 159.0030 -10.6917 D15Z55P 1.5674 0.0000 -5.7010 -1.5674 0.0000 5.7010 0.0106 0.0003 -0.0025 D16Z68P 3.4875 0.0000 -5.2755 -3.4875 -0.0000 5.2755 0.0082 -0.0003 -0.0015 D17Z68P 3.4875 0.0000 -5.2755 -3.4875 0.0000 5.2755 0.0081 0.0002 -0.0026
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P
3.5847 0.8668 3.0194 0.7053 0.7053 0.5513 0.5513 0.4829 0.4829 0.4410 0.6527 0.6648 0.6648 1.2850 0.6202 0.6202 0.6648 0.6202 1.2729 0.6527 0.6527 0.6527 0.2285 0.2285 0.2271 0.2271 0.2352 0.2352 0.2336 0.2336 0.2226 0.2226 0.2044 0.2044 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2075 0.3078 0.3078 0.2075
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17:07:07 03/17/10
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P
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17:07:07 03/17/10
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Helman O. Mozo
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Job
414 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
415 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
416 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P
1.2554 2.9968 1.2729 0.6527 0.6527 0.6527 0.2285 0.2271 0.2352 0.2336 0.2226 0.2044 0.4269 1.1055 0.4555 0.2044 0.4562 0.4622 0.4360 0.2075 0.3078 0.2009 1.2725 0.2019 0.1995 1.2761 0.1976 0.1846 0.1176 0.0856 0.0856 0.0344 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344 0.0640 0.0641 1.0700 0.0643 0.0644 0.0645 1.0773 0.0667 0.2367 1.6344 1.6792
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
417 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.4003 0.4666 2.9836 0.2044 0.6648 0.6648 0.6202 0.6202 0.6527 0.6527 0.6648 0.6202 0.6527 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344
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17:07:07 03/17/10
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1.3261 1.5702 3.7052 -1.5141 2.3228 2.2900 2.3801 2.3486 2.3539 2.3213 2.3228 2.3801 2.3539 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ----------------------------------------------------------------------D127P 22.44 -7244.53 409.02 3072.56 -47.21 -2431.72 210.89 D128P 22.44 -3072.56 47.21 -1711.48 724.86 -2343.71 378.24 D129P 22.44 760.14 -306.42 530.77 170.89 643.62 -67.57 D130P 22.44 -209.49 32.22 125.26 261.57 -34.21 119.34 D131P 22.44 260.78 398.00 -210.71 -260.05 15.37 42.36 D132P 22.44 -283.46 -598.13 1602.65 2960.58 325.81 583.47 D133P 22.44 -1602.65 -2960.58 -2576.20 -4958.31 -748.95 -1419.25 D134P 22.43 370.94 -660.42 1592.89 -3087.29 396.55 -756.77 D135P 22.43 370.94 660.42 -77.74 -229.63 50.50 74.20 D136P 22.43 77.74 229.63 116.66 307.02 23.44 64.72 D137P 22.43 -116.66 -307.02 -52.11 -33.05 -33.60 -67.71 D138P 22.43 52.11 33.05 -36.02 -363.13 3.18 -65.26 D139P 22.43 36.02 363.13 68.41 442.00 13.77 106.16 D140P 22.43 -68.41 -442.00 -90.38 -128.03 -29.30 -105.18 D141P 22.43 90.38 128.03 -207.44 -765.85 -24.53 -133.67 D142P 22.43 207.44 765.85 439.81 1182.86 75.01 225.84 D143P 61.06 -11614.62 8134.43 -4407.58 3509.82 -9651.93 7014.61 D144P 290.18 14.75 396.45 2551.85 -1056.71 2425.39 -623.94 D145P 61.06 5409.08 -4836.24 11614.62 -8134.44 10224.45 -7790.20 D146P 61.06 4407.58 -3509.82 -3211.64 4022.63 720.45 308.93 D147P 61.06 2115.33 -1290.39 -502.22 1098.78 971.75 -115.43 D148P 61.07 1127.60 -604.96 143.74 502.06 765.87 -61.99 D149P -20.58 -163.29 -37.19 -231.77 409.43 -278.07 262.01
0.0019 0.0025 0.0210 0.0000 330.9213 818.7863 308.7107 778.0994 324.8901 808.7732 330.9210 308.7114 324.8917 0.1313 0.1376 0.1443 0.1511 0.1580 0.1650 0.1721 0.1792 0.1862
-0.0001 0.0002 0.0003 0.0000 -0.0005 -0.0000 -0.0002 0.0002 -0.0001 0.0005 0.0004 0.0005 0.0009 0.0002 0.0002 0.0001 0.0001 0.0001 0.0000 -0.0000 -0.0000 -0.0001
-0.0020 -0.0021 -0.0034 0.0000 -22.2486 -55.0480 -20.7560 -52.3133 -21.8443 -54.3761 -22.2485 -20.7560 -21.8444 -0.0007 -0.0006 -0.0005 -0.0005 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004
Helman O. Mozo
Page
Job
418 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P D318P
-20.58 13.42 -0.02 -0.01 290.18 22.44 22.44 22.44 22.44 22.44 61.06 61.06 61.06 61.06 61.06 61.06 61.07 61.07 -20.58 -20.58 -20.58 -20.57 -20.57 13.42 13.42 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.00 -0.02 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52 -6.52
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17:07:07 03/17/10
664.69 1792.03 175.96 281.53 94.83 -257.50 -0.15 -36.77 -400.07 175.58 -583.29 1125.65 146.01 253.57 -140.86 -240.67 -152.36 -96.32 549.57 -241.72 1935.15 -2681.85 2500.65 -656.37 -3775.38 1692.28 -24.82 -544.59 1473.22 -255.57 -1825.14 502.68 -365.92 -275.31 995.06 -45.34 261.88 -82.50 -391.29 -143.67 352.63 -38.63 97.84 -57.78 166.07 22.16 -160.01 -256.28 272.45 102.93 -24.37 -86.72 6.06 -27.85 -1.49 161.87 0.42 -36.48 -0.01 21.85 0.04 212.60 0.03 11.47 94.83 146.31 -24.37 19.04 6.06 -193.22 -1.49 -38.20 0.42 10.87 -0.15 1.25 -0.01 -215.93 0.04 -60.11 0.03 1.20 -2293.18 -338.75 -2205.17 -506.09 1114.23 -369.66 381.05 -608.42 -77.50 86.73 381.44 -654.15 -838.79 1511.92 443.84 803.65 74.19 -102.26 5.28 -40.79 -16.37 43.72
Helman O. Mozo
Page
Job
419 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D319P -6.52 D320P -6.52 D321P -6.52 D322P -6.52 D323P -6.52 D324P -53.69 D325P -133.52 D326P -53.69 D327P -53.69 D328P -53.69 D329P -53.69 D330P -3.37 D331P -3.37 D332P -0.11 D333P 0.01 D334P 0.00 D335P -133.52 D336P -6.52 D337P -6.52 D338P -6.52 D339P -6.52 D340P -6.52 D341P -53.69 D342P -53.69 D343P -53.69 D344P -53.69 D345P -53.69 D346P -53.69 D347P -53.69 D348P -53.69 D349P -3.37 D350P -3.37 D351P -3.37 D352P -3.37 D353P -3.37 D354P -0.11 D355P -0.11 D356P 0.01 D357P 0.01 D358P 0.01 D359P 0.01 D360P 0.00 D361P 0.00 D362P 0.00 D363P 0.01 D364P 0.01 D365P 0.01 D366P 0.01 D367P 0.01 D368P 0.00 D369P 0.00 D370P 0.00
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17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
420 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D371P 0.00 D489P -17.22 D490P -17.22 D491P -17.22 D492P -17.22 D493P -17.21 D494P -17.21 D495P -17.21 D496P -17.21 D497P -17.21 D498P -17.21 D499P -17.21 D500P -17.21 D501P -17.21 D502P -17.21 D503P -17.21 D504P -17.21 D505P -56.06 D506P -259.18 D507P -56.06 D508P -56.06 D509P -56.06 D510P -56.06 D511P 15.52 D512P 15.52 D513P -14.43 D514P 0.02 D515P 0.01 D516P -259.18 D517P -17.21 D518P -17.21 D519P -17.21 D520P -17.22 D521P -17.22 D522P -56.06 D523P -56.06 D524P -56.06 D525P -56.06 D526P -56.06 D527P -56.06 D528P -56.06 D529P -56.06 D530P 15.52 D531P 15.52 D532P 15.52 D533P 15.52 D534P 15.51 D535P -14.43 D536P -14.44 D537P 0.02 D538P 0.02 D539P 0.01
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17:07:07 03/17/10
2.14 8.35 410.11 -291.73 164.92 -459.08 -990.98 -413.82 -422.77 -580.53 -109.05 72.69 -487.50 -648.62 879.99 1512.26 -434.03 805.58 -13.41 -100.97 -60.06 -44.47 42.91 44.61 83.15 76.05 -104.83 -110.43 95.88 114.71 100.76 140.04 -161.42 -242.69 -907.45 -7105.17 -1906.49 465.20 856.41 5377.30 1449.78 9.48 996.59 286.27 542.54 316.92 -195.58 140.04 439.20 1182.70 -157.40 -251.92 111.66 -209.09 -0.14 37.86 158.18 -113.02 664.77 -1187.64 -10.45 -318.72 298.23 355.73 891.81 606.87 274.82 741.88 -1553.05 2376.79 1111.38 784.82 -911.88 -1994.73 -994.05 274.25 856.02 452.58 -687.17 -705.35 -558.59 -344.21 802.08 215.58 186.48 250.94 -281.10 -308.43 252.32 95.71 60.97 53.96 154.79 -19.25 126.95 251.35 -282.55 -96.08 -28.36 53.11 7.08 108.93 -1.77 262.92
Helman O. Mozo
Page
Job
421 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P D708P
0.01 0.01 0.00 0.00 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 11.28 49.13 157.76 49.13 49.13 49.14 49.14 1.50 1.50 0.76 -0.01 -0.01 157.76 11.28 11.28 11.28 11.28 11.28 49.13 49.13 49.13 49.14 49.14 49.14
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17:07:07 03/17/10
0.51 47.48 -0.02 87.37 0.03 243.81 0.05 24.86 111.66 -14.88 -28.36 -121.48 7.08 -315.73 -1.77 -126.66 0.51 -68.39 -0.14 -68.77 -0.02 -268.52 0.03 -78.34 0.05 -4.22 388.51 332.88 143.33 500.23 -950.49 315.60 -404.18 628.91 -285.66 53.49 -1178.98 1349.46 1037.27 -1673.04 -414.02 -783.41 6.22 77.35 -79.78 69.60 60.68 -68.11 89.86 -86.84 -113.43 122.65 99.45 -116.97 82.74 -124.99 -140.77 222.05 910.20 -7098.68 -2311.32 237.10 -855.01 5376.02 -1447.02 15.70 -997.21 286.15 -549.68 312.84 -221.39 524.83 -1492.22 1265.44 -252.61 -26.15 -497.86 -33.46 -58.44 -20.42 337.03 -198.13 658.84 1178.88 834.76 -487.93 121.63 -229.54 910.40 -558.50 315.30 -840.11 1551.94 2362.47 -1112.49 782.09 911.26 -1988.74 995.27 270.48 -854.80 451.74 680.02 -705.86
Helman O. Mozo
Page
Job
422 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
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17:07:07 03/17/10
585.19 -775.48 737.87 -366.20 264.26 200.19 -166.71 163.88 -257.34 -308.66 -218.25 -152.70 -103.11 -18.49 -0.59 2.56 411.94 260.31 181.46 127.09 80.31 37.55 6.02 -2.00 -1.22
-297.91 -71.02 119.56 -0.48 -267.74 -389.87 347.15 -165.77 182.44 -39.40 -79.15 6.01 -39.81 -66.71 20.41 -25.90 -1.63 -7.53 -47.23 37.99 -7.79 11.65 -34.59 52.58 8.31
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D272Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D305Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.4 4.4 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D271Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2
Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D270Z138P D303Z138P D104Z138P D195Z138P D278Z138P D103Z138P D128Z138P D203Z138P D269Z137P D302Z137P D102Z137P D194Z137P D277Z136P D101Z136P D127Z136P D202Z136P D268Z136P D301Z136P D100Z136P D193Z136P D276Z135P D99Z135P D126Z135P D201Z135P D267Z135P D300Z135P D98Z135P D192Z135P D275Z134P D97Z134P D125Z134P D200Z134P D266Z134P D299Z134P D96Z134P D191Z134P D274Z133P D95Z133P D124Z133P D199Z133P D265Z133P D298Z133P D94Z133P D190Z133P D273Z132P D93Z132P D123Z132P D198Z132P D264Z131P D297Z131P D92Z131P D189Z131P
138.10 138.10 138.09 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.98 136.98 136.43 136.43 136.43 136.43 135.88 135.88 135.88 135.88 135.33 135.33 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.22 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.10 133.10 132.55 132.55 132.55 132.55 132.00 132.00 131.99 131.99 131.44 131.44 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1
4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D260Z131P D84Z131P D85Z131P D185Z131P D262Z130P D87Z130P D187Z130P D88Z130P D89Z129P D261Z129P D186Z129P D86Z129P D83Z128P D259Z128P D184Z128P D82Z128P D80Z126P D258Z126P D183Z126P D81Z126P D78Z125P D257Z125P D182Z125P D79Z125P D76Z124P D256Z124P D181Z124P D77Z124P D74Z122P D255Z122P D180Z122P D75Z122P D72Z121P D254Z121P D179Z121P D73Z121P D70Z119P D253Z119P D178Z119P D71Z119P D67Z118P D252Z118P D177Z118P D68Z118P D69Z117P D251Z117P D176Z117P D66Z117P D58Z115P D250Z115P D65Z115P D175Z115P
130.89 130.89 130.89 130.89 129.90 129.90 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.64 123.64 122.23 122.23 122.22 122.22 120.81 120.81 120.80 120.80 119.39 119.39 119.38 119.38 117.97 117.97 117.96 117.96 116.95 116.95 116.94 116.94 114.92 114.92 114.91 114.91
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4
3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D40Z113P D238Z113P D41Z113P D163Z113P D64Z112P D246Z112P D57Z112P D171Z112P D42Z110P D239Z110P D43Z110P D164Z110P D249Z108P D56Z108P D63Z108P D174Z108P D240Z107P D44Z107P D45Z107P D165Z107P D245Z105P D62Z105P D55Z105P D170Z105P D241Z103P D46Z103P D47Z103P D166Z103P D248Z102P D54Z102P D61Z102P D173Z102P D242Z100P D48Z100P D49Z100P D167Z100P D244Z98P D60Z98P D53Z98P D169Z98P D243Z97P D50Z97P D51Z97P D168Z97P D247Z95P D52Z95P D59Z95P D172Z95P D213Z93P D27Z93P D1Z93P D138Z93P
113.26 113.26 113.25 113.25 111.60 111.60 111.59 111.59 109.94 109.94 109.93 109.93 108.28 108.28 108.27 108.27 106.62 106.62 106.61 106.61 104.96 104.96 104.95 104.95 103.30 103.30 103.29 103.29 101.64 101.64 101.63 101.63 99.98 99.98 99.98 99.98 98.32 98.32 98.32 98.32 96.66 96.66 96.66 96.66 95.00 95.00 95.00 95.00 93.33 93.33 93.33 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0
Helman O. Mozo
Page
Job
426 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D281Z92P D109Z92P D131Z92P D206Z92P D225Z90P D26Z90P D25Z90P D150Z90P D282Z88P D111Z88P D132Z88P D207Z88P D224Z86P D23Z86P D24Z86P D149Z86P D283Z84P D113Z84P D133Z84P D208Z84P D144Z50P D223Z81P D22Z81P D21Z81P D148Z81P D134Z79P D284Z79P D115Z79P D209Z79P D19Z75P D147Z75P D222Z75P D20Z75P D135Z72P D210Z72P D285Z72P D117Z72P D16Z68P D145Z68P D220Z68P D17Z68P D143Z45P D161Z45P D236Z45P D13Z45P D136Z62P D211Z62P D286Z62P D119Z62P D142Z31P D18Z55P D146Z55P
91.63 91.63 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 83.35 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 75.35 75.35 75.35 75.35 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 66.42 66.42 66.41 66.41 62.40 62.40 62.40 62.40 62.02 55.28 55.28
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 324.89 324.89 324.88 324.88 0.02 0.02 0.02 0.02 456.73 0.01 0.01
4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 11612.8 11612.8 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 7687.5 7687.5 4.23 7687.4 7687.4 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 10807.3 10807.3 4.23 0.3 0.3 4.23 0.2 0.2
NG
NG NG NG NG
NG
Helman O. Mozo
Page
Job
427 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D221Z55P D15Z55P D39Z50P D162Z50P D237Z50P D28Z50P D140Z13P D155Z26P D141Z26P D230Z26P D6Z26P D37Z45P D160Z45P D235Z45P D12Z45P D14Z50P D219Z50P D159Z36P D36Z36P D11Z36P D234Z36P D158Z31P D35Z31P D10Z31P D233Z31P D151Z9P D139Z9P D3Z9P D226Z9P D156Z26P D33Z26P D8Z26P D231Z26P D38Z45P D218Z45P D292Z45P D296Z45P D7Z31P D217Z31P D154Z19P D31Z19P D5Z19P D229Z19P D157Z13P D34Z13P D9Z13P D232Z13P D152Z9P D121Z9P D122Z9P D227Z9P D32Z26P
55.28 55.28 50.35 50.35 50.35 50.35 47.28 47.04 47.04 47.04 47.04 44.57 44.57 44.57 44.57 39.66 39.66 36.32 36.32 36.32 36.32 31.32 31.32 31.32 31.32 30.84 30.84 30.84 30.84 26.28 26.28 26.28 26.28 22.73 22.73 22.73 22.73 20.52 20.52 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 8.59 8.59 8.59 8.59 5.53
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 0.01 0.01 504.88 308.71 308.71 308.70 308.70 0.01 0.01 0.01 0.01 159.00 159.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 330.92 330.92 330.91 330.91 0.01 0.01 0.01 0.01 324.88 324.88 324.89 324.89 160.69 160.69 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 308.70
4.23 0.2 0.2 4.23 0.3 0.3 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 11946.8 11946.8 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 7304.7 7304.7 4.23 7304.6 7304.6 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 3762.4 3762.4 4.23 3762.4 3762.4 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7687.4 7687.4 4.23 7687.5 7687.5 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 3802.2 3802.2 4.23 3802.2 3802.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7304.7 7304.7
NG NG NG NG NG
NG NG
NG NG NG NG
NG NG NG NG NG NG
NG
Helman O. Mozo
Page
Job
428 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D216Z26P D290Z26P D295Z26P D215Z13P D4Z13P D293Z50P D214Z9P D30Z9P D294Z9P D288Z9P D291Z31P D289Z13P
5.53 5.53 5.53 2.79 2.79 -4.02 -13.66 -13.66 -13.66 -13.66 -20.99 -41.71
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
308.70 308.71 308.71 156.95 156.95 808.77 330.92 330.92 330.92 330.92 778.10 818.79
4.23 7304.7 7304.7 4.23 7304.9 7304.9 4.23 7304.9 7304.9 4.23 3713.8 3713.8 4.23 3713.8 3713.8 4.23 19137.6 19137.6 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 18411.8 18411.8 4.23 19374.5 19374.5
*** Analysis Results for Load Case No. 16 "SERVICIO 1-2"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-2": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -----------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0002526 9.451e-005 -0.001918 0.0534 0.0713 0.0137 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.004694 0.004223 -0.001643 0.0000 0.0000 0.0000 -3.518 -7.018 8.588 D4Z13P 0.004255 640 -43.03 0.0000 0.0000 0.0000 0.004255 633.3 -29.69 D5Z19P 0.004617 0.003513 -0.0009809 0.0068 0.0239 0.2115 -6.336 -6.337 18.73 D6Z26P 0.007375 0.006579 -0.002011 0.0000 0.0000 0.0000 -2.525 -5.826 26.28 D7Z31P 0.006905 615.9 -41.41 0.0000 0.0000 0.0000 0.006905 610.4 -10.09 D8Z26P 0.007448 0.005779 -0.001637 0.0088 0.0288 0.2682 -5.825 -5.827 26.28 D9Z13P 0.005048 0.003932 -0.0009677 0.0179 0.0019 0.1525 -6.698 -6.699 13.34 D10Z31P 0.007114 0.005578 -0.001788 0.0263 0.0090 0.2885 -5.487 -5.489 31.32 D11Z36P 0.00678 0.005456 -0.00188 0.0093 0.0262 0.2729 -5.151 -5.153 36.32 D12Z45P 0.009301 0.007989 -0.002536 0.0064 0.0264 0.2475 -4.594 -4.595 44.57 D13Z45P 0.009291 0.00865 -0.002688 0.0000 0.0000 0.0000 -2.374 -4.595 44.57 D14Z50P 0.008341 641.1 -43.11 0.0000 0.0000 0.0000 0.008341 636.9 7.249 D15Z55P 0.007746 0.006743 -0.002688 -0.0398 0.0671 0.2146 -3.875 -3.876 55.28 D16Z68P 0.006127 0.003563 -0.001854 0.0941 -0.0929 0.0234 3.037 -3.028 67.95 D17Z68P 0.005742 0.005141 -0.002721 0.0606 -0.0395 0.1756 -3.026 -3.026 67.95 D18Z55P 0.008114 0.00525 -0.001747 -0.0553 0.0482 0.0019 3.891 -3.878 55.28 D19Z75P 0.002781 0.0009187 -0.00189 -0.0010 -0.0039 0.0122 2.537 -2.533 75.35 D20Z75P 0.003519 0.003259 -0.002372 0.0553 -0.0372 0.1528 -2.53 -2.531 75.35 D21Z81P 0.001175 -0.000198 -0.001891 0.0124 -0.0164 0.0149 2.134 -2.133 81.32 D22Z81P 0.001318 0.001254 -0.001754 0.0160 0.0009 0.1344 -2.131 -2.131 81.32 D23Z86P 0.0002984 0.0003053 -0.001139 0.0123 0.0029 0.1203 -1.826 -1.826 85.87 D24Z86P 0.0001267 -0.0008997 -0.001899 0.0080 -0.0101 0.0149 1.827 -1.827 85.87 D25Z90P -0.0006309 -0.0007472 -0.001937 -0.0279 -0.0125 0.0133 1.576 -1.577 89.59 D26Z90P 0.0003275 0.0003893 -0.0004843 0.0254 -0.0109 0.1088 -1.576 -1.576 89.59 D27Z93P 4.063e-005 5.008e-005 0.0005005 -0.0319 0.0463 0.0972 -1.325 -1.325 93.34
NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
429 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P
0.00838 0.00722 0 0 0.003883 483.1 0.004991 0.00282 0.006433 455.2 0.00644 0.004492 0.00478 0.003388 0.006903 0.004323 0.007093 0.004191 0.008368 0.006097 0.00836 482.1 0.008339 0.005574 0.04113 0.04086 0.0411 0.04116 0.0325 0.03222 0.03247 0.03257 0.02446 0.02425 0.02443 0.0246 0.01703 0.01688 0.01701 0.01718 0.01041 0.01029 0.01032 0.01053 0.004711 0.004692 0.004691 0.004736 0.001919 0.001844 0.007002 0.008898 0.01358 0.01341 0.0205 0.02119 0.02845 0.0282 0.03668 0.03686 0.04562 0.04525 0.002571 -0.0007344 0.007777 0.0078 0.01357 0.01258 0.02078 0.02066 0.02832 0.02804 0.03677 0.0365 0.04542 0.04533 0.05046 0.0505 0.05309 0.05266 0.05316 0.05333 0.05053 0.05016 0.05764 0.05739 0.05765 0.05785 0.06251 0.06218 0.06251 0.06247 0.06741 0.06704 0.0674 0.06728 0.07245 0.072 0.07245 0.07211 0.07761 0.07714 0.0776 0.07718
-0.002632 0 -32.48 -0.0008534 -30.61 -0.001143 -0.0006285 -0.001272 -0.001398 -0.001611 -32.42 -0.001685 0.004189 -0.002383 0.003832 -0.002324 0.003386 -0.002259 0.002843 -0.002177 0.002188 -0.002095 0.001417 -0.001988 0.001007 -0.002062 0.002549 -0.002227 0.003634 -0.002357 0.004348 -0.001912 0.001828 -0.002127 0.003139 -0.002289 0.004031 -0.002407 -0.00247 0.001596 -0.00251 0.002523 0.001752 -0.002535 0.001888 -0.002537 0.002006 -0.002559 0.002107 -0.00256 0.002191 -0.002579
0.0420 -0.0130 0.0000 0.0000 0.0000 0.0000 -0.0043 0.0061 0.0000 0.0000 -0.0072 0.0096 0.0090 0.0025 0.0053 0.0023 -0.0066 0.0049 -0.0097 0.0097 0.0000 0.0000 0.0228 -0.0167 -0.1533 0.1535 -0.1454 0.1515 -0.1428 0.1432 -0.1566 0.1445 -0.1288 0.1318 -0.1118 0.1358 -0.1271 0.1254 -0.1612 0.1186 -0.0928 0.0974 -0.0436 0.1166 -0.1092 0.1067 -0.2061 0.0704 -0.0847 0.0825 -0.0877 0.0988 -0.1155 0.1155 -0.1239 0.1285 -0.1384 0.1396 -0.1470 0.1493 -0.1431 0.1527 -0.0822 0.0792 -0.0946 0.0967 -0.1210 0.1145 -0.1268 0.1279 -0.1391 0.1381 -0.1497 0.1491 -0.1487 0.1496 -0.1687 0.1603 -0.1557 0.1669 -0.1756 0.1718 -0.1255 0.1392 -0.2005 0.1937 -0.1850 0.1905 -0.1924 0.1971 -0.1905 0.1970 -0.1981 0.1999 -0.1940 0.2000 -0.2039 0.2062 -0.2000 0.2061 -0.2076 0.2089 -0.2040 0.2094
17:07:07 03/17/10
0.2298 0.0000 0.0000 0.0023 0.0000 0.0031 0.0026 0.0052 0.0050 0.0058 0.0000 0.0107 0.0358 0.0522 0.0460 0.0458 0.0563 0.0394 0.0665 0.0330 0.0767 0.0266 0.0870 0.0201 0.0921 0.0233 0.0716 0.0362 0.0512 0.0490 0.0307 0.0169 0.0818 0.0298 0.0614 0.0426 0.0409 0.0554 0.0615 0.0233 0.0639 0.0251 0.0232 0.0637 0.0231 0.0635 0.0230 0.0632 0.0230 0.0630 0.0229 0.0628
-4.206 7.6 3.526 6.345 2.539 5.839 6.708 5.501 5.165 4.612 2.392 4.223 -1.284 1.366 -1.292 1.357 -1.301 1.349 -1.308 1.342 -1.315 1.335 -1.32 1.33 -1.323 1.332 -1.311 1.345 -1.297 1.362 -1.279 1.328 -1.317 1.339 -1.304 1.353 -1.288 1.37 0.9521 -0.6369 0.7432 -0.8511 -0.6324 0.7477 -0.6275 0.7525 -0.6226 0.7574 -0.6175 0.7624 -0.6124 0.7676
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Helman O. Mozo
Page
Job
430 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
431 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P
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17:07:07 03/17/10
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Helman O. Mozo
Page
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432 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
433 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P
0.01061 0.01023 0.004678 0.004673 0.008556 0.006823 0.0211 0.02025 0.03704 0.03636 -0.0003084 0.002582 0.01307 0.01349 0.02842 0.02809 0.04563 0.04506 0.05086 0.05005 0.05365 0.0528 0.05798 0.05737 0.06273 0.06214 0.06751 0.06704 0.07246 0.07199 0.0775 0.07714 0.08263 0.08227 0.08773 0.08748 0.0987 0.09864 0.09127 0.09103 0.09482 0.0947 0.1463 0.1452 0.101 0.101 0.106 0.1058 0.1111 0.1108 0.1164 0.116 0.1217 0.1212 0.1272 0.1265 0.1327 0.1319 0.1381 0.1372 0.1436 0.1426 0.1035 0.1033 0.1085 0.1083 0.1138 0.1134 0.1191 0.1186 0.1245 0.1239 0.1299 0.1292 0.1354 0.1346 0.1408 0.1399 0.0003157 -0.000805 -0.0008272 -0.0001472 -0.0001871 0.0007286 0.0007889 0.001838 0.001296 0.002616 0.01488 0.01529 0 0 483.1 0.002923 640 0.003289 455.2 0.00497 615.9 0.005467 482.1 0.007092 641.1 0.007181
-0.002058 -0.001952 -0.002026 -0.002184 -0.00231 -0.001877 -0.002089 -0.002246 -0.002361 -0.002444 -0.002469 -0.002475 -0.002501 -0.002504 -0.002524 -0.002526 -0.002541 -0.002542 -0.002562 -0.002556 -0.002556 -0.002628 -0.002565 -0.002578 -0.002591 -0.002602 -0.002609 -0.002616 -0.002622 -0.002627 -0.002628 -0.002577 -0.002589 -0.002601 -0.002608 -0.002615 -0.002622 -0.002626 -0.002628 -0.002002 -0.001924 -0.001946 -0.001977 -0.001996 -0.002044 0 -32.48 -43.03 -30.61 -41.41 -32.42 -43.11
-0.1198 -0.0651 -0.0976 -0.1278 -0.1501 -0.0819 -0.1132 -0.1364 -0.1439 -0.1558 -0.1699 -0.1913 -0.1950 -0.1982 -0.2042 -0.2078 -0.2078 -0.2110 -0.2366 -0.2105 -0.2248 -0.2749 -0.2420 -0.2550 -0.2645 -0.2685 -0.2733 -0.2761 -0.2777 -0.2752 -0.2752 -0.2485 -0.2605 -0.2668 -0.2709 -0.2749 -0.2773 -0.2766 -0.2751 -0.0074 0.0155 0.0162 0.0216 0.0145 0.0332 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
0.0644 0.1840 0.0918 0.1263 0.1490 0.0852 0.1200 0.1389 0.1462 0.1627 0.1676 0.1843 0.1930 0.1957 0.2020 0.2053 0.2067 0.2057 0.2362 0.2083 0.2176 0.2810 0.2476 0.2607 0.2705 0.2738 0.2789 0.2818 0.2837 0.2806 0.2809 0.2552 0.2661 0.2729 0.2772 0.2808 0.2829 0.2825 0.2812 0.0155 -0.0038 -0.0145 -0.0196 -0.0112 -0.0385 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0219 0.0332 0.0275 0.0049 -0.0177 0.0389 0.0162 -0.0064 -0.0291 -0.0362 -0.0387 -0.0389 -0.0391 -0.0393 -0.0395 -0.0397 -0.0400 -0.0402 -0.0411 -0.0424 -0.0421 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 -0.0411 0.0489 0.0546 0.0631 0.0741 0.0902 0.1088 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.314 1.335 99.98 -1.32 1.33 96.66 -1.316 1.332 98.32 -1.304 1.345 105 -1.288 1.361 111.6 -1.325 1.328 95 -1.312 1.338 101.6 -1.297 1.353 108.3 -1.279 1.37 114.9 -0.8508 0.9517 116.9 -0.6363 0.7428 118 -0.632 0.7474 119.4 -0.6273 0.7521 120.8 -0.6225 0.757 122.2 -0.6175 0.762 123.6 -0.6125 0.7671 125.1 -0.6074 0.7723 126.5 -0.6023 0.7775 127.9 -0.2513 0.4486 130.9 -0.4854 0.6677 128.9 -0.3685 0.558 129.9 -0.2037 0.4952 140.9 -0.249 0.451 131.4 -0.244 0.4558 132.6 -0.2389 0.4608 133.7 -0.2336 0.466 134.8 -0.2283 0.4712 135.9 -0.2228 0.4765 137 -0.2173 0.4819 138.1 -0.2119 0.4872 139.2 -0.2064 0.4926 140.3 -0.2465 0.4533 132 -0.2415 0.4583 133.1 -0.2362 0.4634 134.2 -0.2309 0.4686 135.3 -0.2255 0.4739 136.4 -0.2201 0.4792 137.5 -0.2146 0.4846 138.6 -0.2092 0.4899 139.8 -1.44 1.439 91.63 -1.693 1.692 87.87 -1.968 1.968 83.77 -2.315 2.318 78.59 -2.759 2.763 71.98 -3.39 3.42 62.4 -1.325 1.457e-011 93.33 476.1 3.525 -23.89 633.3 0.003289 -29.69 449.4 2.538 -4.323 610.4 0.005467 -10.09 477.5 2.39 12.16 636.9 0.007181 7.249
Helman O. Mozo
Page
Job
434 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
0.004238 0.006589 0.008652 0.1016 0.1065 0.1115 0.1167 0.122 0.1274 0.1328 0.1381 0.1435
0.003716 0.005747 0.007979 0.101 0.1058 0.1108 0.116 0.1212 0.1265 0.1319 0.1372 0.1426
-0.001413 -0.001872 -0.002653 0.0003061 0.0004496 0.0005559 0.0006296 0.0006821 0.000715 0.00073 0.0007319 0.000732
0.0000 0.0000 0.0000 -0.2458 -0.2552 -0.2652 -0.2680 -0.2733 -0.2763 -0.2783 -0.2747 -0.2751
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.2444 0.2567 0.2662 0.2704 0.2750 0.2779 0.2794 0.2772 0.2770
0.0000 0.0000 0.0000 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159 0.0159
-7.018 -5.826 -4.595 -0.2484 -0.2435 -0.2385 -0.2333 -0.228 -0.2226 -0.2172 -0.2119 -0.2065
-3.519 -2.527 -2.375 -0.249 -0.2442 -0.2392 -0.234 -0.2288 -0.2235 -0.2181 -0.2128 -0.2074
8.589 26.28 44.57 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-2": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -------------------------------------------------------------------------------------------------------------------D0Z93P -43.34 0.0 -0.17 0.0 13.73 0.0 0.0 45.47 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -8.21 0.0 -6.13 0.0 1.55 0.0 0.0 10.36 0.0 0.48 0.0 -0.8 0.0 -0.56 0.0 0.0 D29Z0P -17.72 0.0 1.07 0.0 82.83 0.0 0.0 84.71 0.0 1.08 0.0 -1.1 0.0 0.14 0.0 0.0 D137Z93P -0.17 0.0 -41.01 0.0 68.38 0.0 0.0 79.73 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -21.80 0.0 -18.54 0.0 129.55 0.0 0.0 132.67 0.0 0.29 0.0 -0.7 0.0 -0.02 0.0 0.0 D212Z93P -42.35 0.0 -0.17 0.0 89.08 0.0 0.0 98.64 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -3.04 0.0 -14.89 0.0 73.30 0.0 0.0 74.86 0.0 0.96 0.0 -1.4 0.0 -0.68 0.0 0.0 D287Z93P -0.17 0.0 -44.23 0.0 10.27 0.0 0.0 45.40 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-2": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0.1661 0.1661 -0.7215 43.1769 -0.0000 -13.0087 0.0000 0.0000 0.0000 D1Z93P 0.3536 0.3536 -1.5518 -0.3536 -0.3536 1.5518 0.0003 0.0001 -0.0019 D2Z0P 0.4853 0.4853 -2.3451 7.7279 5.6432 0.7976 0.0000 0.0000 0.0000 D3Z9P 0.4853 0.4853 -2.3451 -0.4853 -0.4853 2.3451 0.0047 0.0042 -0.0016 D4Z13P 0.4853 0.4853 -2.3451 -0.4853 0.1548 2.3020 0.0043 640.0280 -43.0300 D5Z19P 2.9788 1.4747 -7.1977 -2.9788 -1.4747 7.1977 0.0046 0.0035 -0.0010 D6Z26P 0.4573 0.4573 -2.4009 -0.4573 -0.4573 2.4009 0.0074 0.0066 -0.0020 D7Z31P 0.4573 0.4573 -2.4009 -0.4573 0.1586 2.3595 0.0069 615.9357 -41.4110 D8Z26P 2.5226 0.9971 -4.8526 -2.5226 -0.9971 4.8526 0.0074 0.0058 -0.0016 D9Z13P 1.0100 0.6224 -3.5931 -1.0100 -0.6224 3.5931 0.0050 0.0039 -0.0010 D10Z31P 3.7604 1.3206 -6.4009 -3.7604 -1.3206 6.4009 0.0071 0.0056 -0.0018 D11Z36P 1.3039 1.3039 -5.1266 -1.3039 -1.3039 5.1266 0.0068 0.0055 -0.0019 D12Z45P 0.4843 0.4843 -2.3757 -0.4843 -0.4843 2.3757 0.0093 0.0080 -0.0025 D13Z45P 0.4843 0.4843 -2.3757 -0.4843 -0.4843 2.3757 0.0093 0.0086 -0.0027 D14Z50P 0.4843 0.4843 -2.3757 -0.4843 0.1568 2.3326 0.0083 641.1392 -43.1060 D15Z55P 1.1668 1.1668 -5.7010 -1.1668 -1.1668 5.7010 0.0077 0.0067 -0.0027 D16Z68P 2.5210 2.5210 -5.2755 -2.5210 -2.5210 5.2755 0.0061 0.0036 -0.0019
Helman O. Mozo
Page
Job
435 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P
2.5210 2.5933 0.6535 2.1756 0.5394 0.5394 0.4276 0.4276 0.3801 0.3801 0.3536 0.4843 0.4853 0.4853 0.9426 0.4573 0.4573 0.4853 0.4573 0.9416 0.4843 0.4843 0.4843 0.1848 0.1848 0.1836 0.1836 0.1916 0.1916 0.1904 0.1904 0.1800 0.1800 0.1661 0.1661 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1761 0.2612 0.2612
2.5210 2.5933 0.6535 2.1756 0.5394 0.5394 0.4276 0.4276 0.3801 0.3801 0.3536 0.4843 0.4853 0.4853 0.9426 0.4573 0.4573 0.4853 0.4573 0.9416 0.4843 0.4843 0.4843 0.1848 0.1848 0.1836 0.1836 0.1916 0.1916 0.1904 0.1904 0.1800 0.1800 0.1661 0.1661 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1761 0.2612 0.2612
-5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7735 -1.2725 -1.2725
-2.5210 -2.5933 -0.6535 -2.1755 -0.5394 -0.5394 -0.4276 -0.4276 -0.3801 -0.3801 -0.3536 -0.4843 17.2353 -0.4853 -0.9426 -0.4573 -0.4573 -0.4853 -0.4573 -0.9416 -0.4843 -0.4843 -0.4843 -0.1847 -0.1847 -0.1836 -0.1836 -0.1916 -0.1916 -0.1903 -0.1903 -0.1800 -0.1800 -0.1661 -0.1661 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1760 -0.2611 -0.2611
17:07:07 03/17/10
-2.5210 -2.5933 -0.6535 -2.1755 -0.5394 -0.5394 -0.4276 -0.4276 -0.3801 -0.3801 -0.3536 -0.4843 -1.5552 -0.0022 -0.9426 -0.0021 -0.4573 -0.4853 -0.4573 -0.9416 -0.4843 -0.0022 -0.4843 -0.1847 -0.1847 -0.1836 -0.1836 -0.1916 -0.1916 -0.1903 -0.1903 -0.1800 -0.1800 -0.1661 -0.1661 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1661 -0.3461 -0.3703 -0.8322 -0.3752 -0.3684 -0.3608 -0.1760 -0.2611 -0.2611
5.2755 6.0810 2.8964 3.2764 2.3461 2.3461 1.8579 1.8579 1.6682 1.6682 1.5518 2.3757 -80.4882 2.3126 4.7459 2.3703 2.4009 2.3451 2.4009 4.7766 2.3757 2.3433 2.3757 0.7739 0.7739 0.7739 0.7739 0.8264 0.8264 0.8264 0.8264 0.7739 0.7739 0.7215 0.7215 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7735 1.2725 1.2725
0.0057 0.0051 -0.0027 0.0081 0.0053 -0.0017 0.0028 0.0009 -0.0019 0.0035 0.0033 -0.0024 0.0012 -0.0002 -0.0019 0.0013 0.0013 -0.0018 0.0003 0.0003 -0.0011 0.0001 -0.0009 -0.0019 -0.0006 -0.0007 -0.0019 0.0003 0.0004 -0.0005 0.0000 0.0001 0.0005 0.0084 0.0072 -0.0026 0.0000 0.0000 0.0000 0.0039 483.0771 -32.4772 0.0050 0.0028 -0.0009 0.0064 455.2482 -30.6075 0.0064 0.0045 -0.0011 0.0048 0.0034 -0.0006 0.0069 0.0043 -0.0013 0.0071 0.0042 -0.0014 0.0084 0.0061 -0.0016 0.0084 482.1351 -32.4157 0.0083 0.0056 -0.0017 0.0411 0.0409 0.0042 0.0411 0.0412 -0.0024 0.0325 0.0322 0.0038 0.0325 0.0326 -0.0023 0.0245 0.0243 0.0034 0.0244 0.0246 -0.0023 0.0170 0.0169 0.0028 0.0170 0.0172 -0.0022 0.0104 0.0103 0.0022 0.0103 0.0105 -0.0021 0.0047 0.0047 0.0014 0.0047 0.0047 -0.0020 0.0019 0.0018 0.0010 0.0070 0.0089 -0.0021 0.0136 0.0134 0.0025 0.0205 0.0212 -0.0022 0.0285 0.0282 0.0036 0.0367 0.0369 -0.0024 0.0456 0.0453 0.0043 0.0026 -0.0007 -0.0019 0.0078 0.0078 0.0018 0.0136 0.0126 -0.0021 0.0208 0.0207 0.0031 0.0283 0.0280 -0.0023 0.0368 0.0365 0.0040 0.0454 0.0453 -0.0024 0.0505 0.0505 -0.0025 0.0531 0.0527 0.0016 0.0532 0.0533 -0.0025
Helman O. Mozo
Page
Job
436 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P
0.1761 0.1704 0.1704 0.9283 0.9283 0.1713 0.1713 0.1693 0.1693 0.9302 0.9302 0.1677 0.1677 0.1566 0.1566 0.0998 0.0998 0.0727 0.0727 0.0727 0.0727 0.0292 0.0292 0.0271 0.0543 0.0272 0.0544 0.0272 0.7657 0.0273 0.0546 0.0273 0.0547 0.0274 0.0548 0.0274 0.7709 0.0274 0.0566 0.0292 0.1876 1.1741 1.2068 0.3043 1.8567 2.1454 0.4853 0.4853 0.0543 0.0544 0.7657 0.0546
0.1761 0.1704 0.1704 0.9283 0.9283 0.1713 0.1713 0.1693 0.1693 0.9302 0.9302 0.1677 0.1677 0.1566 0.1566 0.0998 0.0998 0.0727 0.0727 0.0727 0.0727 0.0292 0.0292 0.0271 0.0543 0.0272 0.0544 0.0272 0.7657 0.0273 0.0546 0.0273 0.0547 0.0274 0.0548 0.0274 0.7709 0.0274 0.0566 0.0292 0.1876 1.1741 1.2068 0.3043 1.8567 2.1454 0.4853 0.4853 0.0543 0.0544 0.7657 0.0546
-0.7735 -0.9792 -0.9792 -2.1004 -2.1004 -0.9604 -0.9604 -0.9494 -0.9494 -2.0784 -2.0784 -0.9384 -0.9384 -0.7035 -0.7035 -0.3307 -0.3307 -0.2343 -0.2343 -0.2343 -0.2343 -0.1032 -0.1032 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -0.1928 -0.0964 -1.2248 -0.0964 -0.1996 -0.1032 -0.8303 -1.2179 -1.4000 -1.3261 -1.9502 -3.7052 -2.3451 -2.3451 -0.1928 -0.1928 -1.2248 -0.1928
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
437 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
439 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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0.0066 0.0050 0.0053 0.0037 0.0061 0.0055 0.0057 0.0058 0.0071 0.0071 0.0071 482.1362 0.0064 0.0072 0.0414 0.0408 0.0328 0.0322 0.0248 0.0242 0.0173 0.0169 0.0106 0.0102 0.0047 0.0047 0.0086 0.0068 0.0211 0.0203 0.0370 0.0364 -0.0003 0.0026 0.0131 0.0135 0.0284 0.0281 0.0456 0.0451 0.0509 0.0501 0.0537 0.0528 0.0580 0.0574 0.0627 0.0621 0.0675 0.0670 0.0725 0.0720 0.0775 0.0771 0.0826 0.0823 0.0877 0.0875 0.0987 0.0986 0.0913 0.0910 0.0948 0.0947 0.1463 0.1452 0.1010 0.1010 0.1060 0.1058 0.1111 0.1108 0.1164 0.1160 0.1217 0.1212 0.1272 0.1265 0.1327 0.1319 0.1381 0.1372 0.1436 0.1426 0.1035 0.1033 0.1085 0.1083 0.1138 0.1134 0.1191 0.1186 0.1245 0.1239 0.1299 0.1292 0.1354 0.1346 0.1408 0.1399 0.0003 -0.0008 -0.0008 -0.0001
-0.0014 -0.0009 -0.0016 -0.0017 -0.0018 32.4121 -0.0019 -0.0023 -0.0023 -0.0022 -0.0021 -0.0021 -0.0020 -0.0020 -0.0022 -0.0023 -0.0019 -0.0021 -0.0022 -0.0024 -0.0024 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0020 -0.0019
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.2068 0.3043 0.3492 2.1454 0.1661 0.4853 0.4853 0.4573 0.4573 0.4843 0.4843 0.4853 0.4573 0.4843 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
1.2068 0.3043 0.3492 2.1454 0.1661 0.4853 0.4853 0.4573 0.4573 0.4843 0.4843 0.4853 0.4573 0.4843 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
-1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-1.2068 -0.3043 -0.3492 -2.1454 -0.0000 -0.0022 0.1548 -0.0021 0.1586 -0.0022 0.1568 -0.4853 -0.4573 -0.4843 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290
17:07:07 03/17/10
-1.2068 -0.3043 -0.3492 -2.1454 44.0605 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -0.4853 -0.4573 -0.4843 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290
1.4000 1.3261 1.5702 3.7052 -9.5522 2.3126 2.3020 2.3703 2.3595 2.3433 2.3326 2.3451 2.4009 2.3757 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
-0.0002 0.0008 0.0013 0.0149 0.0000 483.0785 640.0280 455.2499 615.9357 482.1362 641.1392 0.0042 0.0066 0.0087 0.1016 0.1065 0.1115 0.1167 0.1220 0.1274 0.1328 0.1381 0.1435
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 8.02 -3439.82 949.99 1608.58 -179.68 -1067.38 448.99 D128P 8.02 -1608.58 179.68 -730.59 1278.23 -1145.97 714.23 D129P 8.02 314.70 -468.09 8.10 75.48 160.94 -195.75 D130P 8.02 -72.01 63.59 -91.04 592.39 -66.23 266.46 D131P 8.02 -98.33 542.31 -85.41 -489.20 -56.42 16.31 D132P 8.02 -117.59 -852.35 -241.34 4456.73 -88.65 890.20 D133P 8.02 241.34 -4456.73 227.58 -7331.20 84.04 -2112.68 D134P 8.02 24.20 -985.79 -143.43 -4549.43 -24.08 -1117.72 D135P 8.02 24.20 985.79 90.38 -268.93 19.74 123.47 D136P 8.02 -90.38 268.93 -77.69 384.08 -20.27 78.75 D137P 8.02 77.69 -384.08 -39.55 -29.78 7.59 -82.40 D138P 8.02 39.55 29.78 104.53 -456.14 28.49 -84.30 D139P 8.02 -104.53 456.14 -99.33 556.80 -26.88 133.56 D140P 8.02 99.33 -556.80 -14.60 -173.91 15.63 -134.83 D141P 8.02 14.60 173.91 60.03 -984.56 15.64 -169.90 D142P 8.02 -60.03 984.57 -0.44 1527.86 -7.01 291.17 D143P 97.91 -10391.50 944.93 -3706.50 30.01 -8492.77 587.31 D144P 286.69 95.05 945.42 368.52 -994.34 438.06 -46.24 D145P 97.91 3100.52 -1764.13 10391.49 -944.93 8103.31 -1627.06 D146P 97.91 3706.50 -30.01 -2680.59 2943.62 618.02 1755.19 D147P 97.91 1694.88 436.45 -321.51 1474.10 827.33 1150.93 D148P 97.91 859.04 270.87 345.03 777.72 725.34 631.69
0.0007 0.0018 0.0026 0.0153 0.0000 0.0029 0.0033 0.0050 0.0055 0.0071 0.0072 0.0037 0.0057 0.0080 0.1010 0.1058 0.1108 0.1160 0.1212 0.1265 0.1319 0.1372 0.1426
-0.0019 -0.0020 -0.0020 -0.0020 0.0000 -32.4775 -43.0300 -30.6078 -41.4110 -32.4159 -43.1060 -0.0014 -0.0019 -0.0027 0.0003 0.0004 0.0006 0.0006 0.0007 0.0007 0.0007 0.0007 0.0007
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P D317P
-6.29 -6.29 6.34 -0.02 -0.01 286.69 8.02 8.02 8.02 8.02 8.02 97.91 97.91 97.91 97.91 97.91 97.91 97.91 97.91 -6.29 -6.29 -6.29 -6.29 -6.29 6.35 6.35 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27 -6.27
-219.65 -38.16 -68.50 -63.76 -11.93 95.05 143.43 85.41 91.04 -8.10 730.59 2680.59 -304.42 -3867.27 321.51 327.56 -1799.70 -345.03 435.27 290.36 -130.68 407.05 171.68 7.26 31.94 -9.41 -43.04 -37.59 -12.35 -21.82 -11.36 8.77 -6.62 -45.91 -32.82 -17.46 -9.56 -9.34 -4.10 6.26 8.65 4.74 -8974.28 -3892.67 1686.22 636.94 255.10 -349.13 -2672.85 590.00 590.00 67.02
-206.00 -831.98 78.76 7.22 1.21 -945.41 4549.43 489.20 -592.39 -75.48 -1278.23 -2943.62 1080.90 -862.55 -1474.10 704.65 -940.19 -777.73 547.29 195.28 -485.22 -110.99 79.75 -104.13 -22.07 282.98 9.50 7.68 70.91 5.45 1.86 68.85 6.10 -223.41 -166.61 -136.09 -102.52 -56.83 -31.69 -27.18 -19.90 0.41 248.66 121.96 -20.55 -1.90 -1.49 -2.06 11.78 3.23 -3.23 47.47
-407.06 -471.16 -31.94 45.91 4.09 -185.91 227.58 117.59 98.33 72.01 -314.70 304.42 3867.27 -1694.89 -327.56 1799.70 -859.04 -435.28 613.33 38.15 -290.36 130.68 219.64 -171.69 9.41 -50.19 32.81 17.45 9.56 9.33 -6.27 -8.65 -4.75 43.04 37.59 12.35 21.82 11.92 11.36 -8.78 6.61 -0.00 3892.67 -1774.70 1500.37 724.26 -432.45 2672.85 -4101.77 2559.97 -67.02 126.15
110.99 992.32 22.07 223.41 31.69 625.94 7331.20 852.35 -542.31 -63.59 468.09 -1080.91 862.55 -436.45 -704.65 940.18 -270.88 -547.29 350.42 831.99 -195.28 485.22 206.00 -79.75 -282.98 -39.46 166.61 136.08 102.51 56.83 27.17 19.90 -0.41 -9.50 -7.68 -70.92 -5.45 -1.22 -1.87 -68.86 -6.10 -0.00 -121.96 28.79 11.00 -8.72 13.62 -11.78 -6.60 -6.08 -47.47 48.49
17:07:07 03/17/10
-441.12 -358.49 -99.82 -32.20 -14.13 -42.93 51.91 59.98 69.10 30.31 240.25 1798.19 2146.30 -3350.70 -3.65 1281.48 -1601.66 -470.06 631.69 231.23 -296.36 378.49 275.44 -115.73 41.10 -59.24 -18.45 -36.32 -5.04 -22.52 -31.80 0.21 -20.50 -5.19 8.61 -9.22 22.10 4.66 13.10 -4.53 27.52 8.54 -2961.92 -2776.46 1588.76 552.92 -54.46 573.91 -1214.17 636.07 90.07 23.29
-66.87 112.86 100.22 415.97 59.34 -150.95 1662.20 396.39 -414.04 -65.95 -468.00 -2424.41 1170.75 -782.53 -1312.50 990.86 -729.56 -798.20 540.79 723.06 -478.98 263.41 201.13 -129.42 -303.17 242.02 317.62 259.29 312.79 112.32 52.37 160.07 10.25 -420.08 -314.36 -373.36 -194.73 -104.70 -60.53 -173.21 -46.90 0.72 73.85 73.85 -4.76 -4.31 3.73 -3.42 0.93 -0.57 -8.73 11.57
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P D369P
-6.27 -6.27 -6.27 -6.27 -6.27 -6.27 17.29 65.52 17.29 17.29 17.29 17.29 -8.53 -8.53 8.05 -0.00 -0.00 65.52 -6.27 -6.27 -6.27 -6.27 -6.27 17.29 17.29 17.29 17.29 17.29 17.29 17.29 17.29 -8.53 -8.53 -8.53 -8.53 -8.53 8.05 8.05 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00
-126.15 38.43 74.47 -130.07 125.29 402.68 10148.77 -124.62 -6170.32 -3912.18 -1870.17 -991.00 -149.44 -775.34 238.83 -336.51 -33.74 -124.61 -2559.97 432.45 -724.26 -1500.37 1774.69 -3400.63 -14.65 3351.63 -788.35 -440.02 1405.52 -134.25 -294.03 360.42 -73.97 335.52 187.39 -95.79 -181.93 140.68 -141.23 -97.19 -33.26 -47.85 -16.22 33.10 3.49 131.11 42.80 20.16 10.01 16.93 11.64 -6.31
-48.49 -38.43 2.56 -32.77 -9.15 -2.56 -74.47 48.10 -7.13 9.00 -48.10 130.07 -63.32 26.97 -14.69 63.32 -125.29 32.71 -47.12 17.72 -32.71 -402.68 194.92 -58.14 34.00 -194.92 710.48 -303.56 129.01 -57.77 15587.97 3912.18 6742.06 8470.45 13451.82 -235.26 3287.74 -252.31 2989.10 -460.75 -6521.24 -10148.77 -15587.97 -9801.25 -13278.81 -6742.06 3400.63 4761.81 -308.16 -1192.92 -2839.03 788.35 504.49 -651.69 -1406.35 -1361.71 134.24 50.39 -516.12 -789.95 -97.35 -335.52 146.29 -341.35 34.45 -535.86 -2509.02 2140.56 -2311.77 1129.50 103.41 181.92 64.71 418.17 167.08 -265.07 -131.11 155.65 -843.40 -197.35 -22.86 -11.64 13.43 -81.85 -17.00 235.26 -1250.26 161.04 -649.62 187.25 6.08 -4101.77 6.60 -932.03 1.77 -13.62 349.13 2.06 230.93 -3.42 8.72 -255.10 1.49 -357.36 3.72 -11.00 -636.94 1.90 -1013.58 -4.31 -28.79 -1686.22 20.55 51.11 -4.76 -4761.81 14.65 -27.59 -2039.75 -2885.18 27.59 -3351.63 -4188.23 -2027.88 -2506.41 4188.23 1870.16 2839.03 3145.66 4233.29 -504.49 440.01 948.99 -209.84 267.77 -949.00 -1405.52 -1611.49 -1111.77 -1542.46 1611.49 991.00 1361.70 1443.68 1791.08 -50.39 294.03 624.86 96.25 346.07 -624.86 -761.75 -1006.40 -636.01 -982.69 216.70 775.34 535.87 799.42 529.71 -491.59 -360.42 -216.69 -305.76 -498.54 -146.29 73.97 491.60 288.23 243.05 -333.30 149.43 97.35 237.08 -166.08 241.98 -187.40 333.31 -199.33 404.93 -64.71 -140.68 -5.78 -320.63 -70.05 5.78 425.37 -49.87 562.57 -43.82 -61.22 -42.80 65.45 -331.93 7.64 -84.70 -20.16 46.83 -211.66 -68.31 -23.99 -10.02 25.83 -78.06 3.31 -42.73 -16.94 25.25 -116.84 -31.52 -19.11 6.31 -8.56 -17.88 -49.90 21.10 12.08 -14.44 81.48 12.01 -7.37 -0.01 -4.37 6.28 -21.17 -155.65 141.23 61.21 491.19 -170.33 -65.46 97.19 84.70 252.48 34.70 -46.84 33.26 23.99 96.34 -41.21 -25.84 47.84 42.72 104.34 30.46 -25.26 33.74 22.85 91.38 -4.34 -13.43 16.22 19.10 50.24 10.23 8.55 -33.10 -21.10 -71.09 -22.63
17:07:07 03/17/10 Designed by
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P D538P
-0.00 -0.00 -113.83 -113.83 -113.83 -113.84 -113.84 -113.84 -113.84 -113.85 -113.85 -113.85 -113.86 68.86 182.57 294.68 317.38 514.66 -172.77 -298.34 -172.77 -172.77 -172.76 -172.77 -5.84 -5.83 -10.75 0.01 0.01 -298.34 -113.85 -113.84 -113.84 -113.84 -113.83 -172.77 -172.77 -172.77 -172.76 -172.76 -172.76 -172.77 -172.77 -5.83 -5.83 -5.83 -5.84 -5.84 -10.75 -10.75 0.01 0.01
-12.08 14.43 0.00 4.37 -2970.67 -628.06 -1415.99 73.29 245.08 -314.71 -73.77 -1001.16 -98.43 -402.97 -115.04 820.23 234.94 4454.38 22.28 1012.98 22.28 -1012.98 -80.92 -221.06 73.05 348.13 58.35 10.82 -224.28 -525.36 223.96 650.52 -18.53 -214.26 -279.26 -1130.22 661.85 -16395.49 -147.09 -1012.24 -1666.09 2535.08 244.73 6042.61 359.73 2333.85 216.31 961.16 -171.35 -292.53 -33.82 -1182.21 57.00 -29.96 -34.89 -60.68 -11.96 22.54 -147.09 1012.23 141.98 -4590.51 95.43 -546.20 82.42 896.97 71.86 971.83 594.14 1449.16 -1999.43 3619.02 804.61 -746.23 -450.13 -5080.28 -1055.86 -245.76 563.25 578.30 -534.15 -2238.75 -638.39 -732.99 551.70 776.79 204.16 326.11 -56.86 -588.40 337.36 -23.61 167.41 154.99 -18.18 -62.43 -41.44 11.66 16.24 -276.97 -49.96 46.11 -35.83 46.85
-3.49 -0.00 1415.99 -594.14 -71.86 -82.42 -95.43 -234.94 224.22 -141.98 80.92 -73.05 -58.35 224.28 -223.96 18.53 279.26 -317.54 -244.73 405.22 -661.85 1999.43 1055.86 638.38 -337.36 -1018.34 41.44 34.94 4.12 -284.20 224.22 115.04 98.43 73.77 -245.08 -804.61 450.13 -359.73 -563.25 534.15 -216.31 -551.70 130.58 33.82 -204.16 56.86 171.35 -167.42 -16.24 -18.24 35.39 16.80
7.36 -28.09 39.31 -0.00 -0.01 7.87 -73.29 -906.18 -408.80 -1449.16 -984.77 -674.04 -971.83 86.37 -641.44 -896.97 -63.45 -771.02 546.20 -59.53 43.98 -4454.38 -86.44 -897.55 7327.44 82.29 2111.58 4590.50 -24.17 1131.51 221.06 17.77 -136.40 -348.13 -18.57 -68.64 6.56 2.93 70.62 536.17 55.88 108.15 -639.86 -59.10 -153.64 216.42 44.75 159.97 1148.98 54.64 195.90 -1732.91 -69.16 -331.81 -6042.61 251.28 -13516.93 991.00 243.93 -20.07 16395.48 -1398.16 11369.71 -3619.03 1351.90 1459.99 245.75 852.76 1553.98 732.99 514.87 1020.57 23.62 -358.07 -189.28 445.26 -740.58 -518.72 -11.66 97.84 -41.37 269.52 0.07 376.66 51.74 -14.14 133.96 -400.86 -203.78 288.87 -7327.44 51.23 -1667.42 -820.23 62.19 -403.74 402.97 65.99 474.34 1001.16 69.06 935.65 314.71 201.64 1018.95 746.23 -1689.18 2629.67 5080.27 755.87 2610.87 -2333.85 -487.87 -4466.34 -578.31 -975.37 -496.42 2238.74 661.08 1697.02 -961.16 -452.08 -1927.66 -776.79 -716.92 -909.51 532.51 411.01 788.73 1182.22 167.50 1061.67 -326.10 -183.73 -643.69 588.41 277.48 397.54 292.53 238.45 314.99 -154.98 -130.64 -153.03 276.96 -57.32 286.85 66.72 -1.98 -208.96 205.81 -26.28 454.38 173.11 -34.32 396.72
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
444 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P D707P
0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 -155.97 -155.97 -155.98 -155.98 -155.99 -155.99 -155.99 -156.00 -156.01 -156.01 -156.01 201.23 379.93 556.11 578.80 578.80 -156.08 -108.93 -156.08 -156.07 -156.07 -156.07 -2.12 -2.12 -10.52 -0.00 -0.00 -108.93 -156.00 -155.99 -155.98 -155.98 -155.97 -156.07 -156.07 -156.07 -156.07 -156.07
-12.81 -21.68 -11.38 8.77 -6.60 -34.94 -35.40 -16.81 -9.72 -9.28 -4.12 6.25 8.66 4.75 2772.14 948.09 -1130.80 -952.76 -35.28 -2673.76 4027.11 -442.81 -442.81 -375.11 398.51 33.30 -500.14 524.41 -138.81 -628.03 -873.42 23.19 -1964.62 -452.64 -551.59 -401.69 -91.94 -636.00 -171.56 -240.77 -19.69 23.19 2512.59 1196.55 446.11 1711.13 -522.70 1243.78 -1147.29 -77.14 567.49 -675.31
101.74 29.40 20.64 80.47 10.52 -269.52 -205.82 -173.11 -127.63 -79.45 -51.74 -44.72 -25.59 -2.60 -8.55 -23.51 -16.19 -1.15 -13.26 -1.59 6.27 0.73 -0.73 30.01 -38.71 17.47 120.42 -93.06 29.22 125.23 -1815.18 173.37 -1955.78 -719.66 -969.86 -662.53 -25.89 -447.68 -51.88 -147.45 -22.94 -173.37 7.59 -8.15 -17.57 12.92 -41.32 1763.13 -1835.66 -64.03 701.95 -1101.59
9.71 9.28 -6.26 -8.66 -4.76 49.96 35.83 12.80 21.68 11.95 11.37 -8.77 6.59 -0.00 -948.09 522.70 -1711.13 -446.11 -1196.55 -4027.11 4206.38 -2512.59 375.11 -398.51 -33.30 500.14 -524.41 138.81 628.03 -935.08 452.64 -3443.25 873.42 -1243.78 -567.49 -29.95 -264.80 -2701.95 -139.71 -83.26 1.56 955.71 4206.37 2673.76 35.28 952.76 1130.80 1147.29 77.14 551.59 675.31 -162.27
127.62 79.45 44.72 25.59 2.59 -46.12 -46.85 -101.74 -29.40 -22.54 -20.65 -80.47 -10.52 -0.00 23.51 41.32 -12.92 17.57 8.15 -6.27 -10.47 -7.59 -30.01 38.71 16.50 -103.43 109.81 -27.06 -125.23 200.88 719.66 361.85 1815.18 -1763.13 -701.95 -42.72 235.92 2167.55 -50.55 109.76 13.42 182.36 10.47 1.59 13.26 1.15 16.19 1835.66 64.03 969.85 1101.59 -282.34
17:07:07 03/17/10
-5.58 -22.37 -31.81 0.20 -20.48 27.09 0.78 -7.22 21.57 4.81 13.08 -4.55 27.51 8.56 1063.19 720.55 -1416.92 -568.22 -378.28 -1654.96 1475.64 -596.78 -11.66 -93.29 72.71 105.47 -135.09 122.38 102.53 -181.15 -253.48 -3231.90 -655.38 -1021.94 -674.14 -260.02 -251.10 -2349.49 -309.36 -584.42 -32.69 462.52 940.04 1143.57 175.66 1263.29 351.28 1440.40 -644.67 285.81 748.67 -504.57
413.68 196.32 117.88 191.28 23.65 -569.29 -455.72 -495.73 -283.22 -183.96 -130.56 -225.80 -65.13 -4.70 8.72 8.72 -14.51 6.67 -1.57 -1.94 -0.75 -1.38 -5.29 8.29 -4.42 -17.00 30.36 -22.17 -20.12 37.79 -659.96 505.77 -84.44 -1495.66 -1007.11 -424.85 147.84 1210.56 -101.80 -67.98 -17.16 4.25 2.53 -1.94 -1.57 6.67 -14.51 2167.95 -1067.25 545.68 1086.47 -833.69
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D708P -156.07 D709P -156.06 D710P -156.06 D711P -2.12 D712P -2.12 D713P -2.12 D714P -2.12 D715P -2.12 D716P -10.52 D717P -10.52 D718P -0.00 D719P -0.00 D720P -0.00 D721P -0.00 D722P -0.00 D723P -0.00 D724P -0.00 D725P -0.00 D726P -0.00 D727P -0.00 D728P -0.00 D729P -0.00 D730P -0.00 D731P -0.00 D732P -0.00 D733P -0.00
162.27 29.94 -225.70 261.81 1.42 264.79 137.65 -83.91 139.72 -75.86 -110.83 -72.19 -12.77 -32.06 -3.92 40.75 6.43 83.26 16.67 -3.79 -6.94 2.03 -1.57 -17.46 -16.23 -1.86
282.33 42.72 -496.38 114.91 -382.89 -235.92 -321.09 158.72 50.55 2.37 -87.05 -78.50 -25.45 -42.46 -19.02 21.09 -7.42 -109.76 -75.27 -44.46 -26.43 -25.16 -13.43 8.60 14.41 4.34
401.69 225.69 -777.68 635.99 -261.81 -1.42 91.94 -137.65 75.86 -274.50 -16.67 3.79 6.94 -2.04 17.46 16.22 1.86 110.83 72.19 12.77 32.05 19.68 3.91 -40.75 -6.44 -0.00
662.53 496.38 -573.90 447.69 -114.91 382.90 25.89 321.10 -2.37 65.14 75.27 44.46 26.42 25.16 -8.60 -14.41 -4.35 87.04 78.50 25.44 42.45 22.93 19.01 -21.09 7.41 -0.00
17:07:07 03/17/10
339.74 154.00 -604.44 631.94 -183.28 185.38 161.60 -155.95 214.26 -348.21 -229.97 -123.38 -10.52 -61.49 24.43 102.76 14.95 350.05 160.26 16.19 45.28 39.16 4.22 -105.00 -40.88 -3.37
569.19 324.76 -644.75 396.00 -350.39 103.45 -207.79 337.73 47.89 67.10 -21.24 -61.40 1.76 -31.20 -49.81 12.04 -21.22 -40.97 5.81 -34.30 28.90 -4.02 10.07 -22.54 39.35 7.82
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D188Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D305Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D204Z139P D303Z138P D270Z138P D104Z138P D195Z138P D103Z138P D278Z138P D128Z138P D203Z138P D302Z137P D269Z137P D102Z137P D194Z137P D101Z136P D277Z136P D127Z136P D202Z136P D301Z136P D268Z136P D100Z136P D193Z136P D99Z135P D276Z135P D126Z135P D201Z135P D300Z135P D267Z135P D98Z135P D192Z135P D97Z134P D275Z134P D125Z134P D200Z134P D299Z134P D266Z134P D96Z134P D191Z134P D95Z133P D274Z133P D124Z133P D199Z133P D298Z133P D265Z133P D94Z133P D190Z133P D93Z132P D273Z132P D123Z132P D198Z132P D297Z131P D264Z131P D92Z131P
138.65 138.10 138.10 138.10 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.99 136.98 136.44 136.43 136.43 136.43 135.88 135.88 135.88 135.87 135.33 135.32 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.21 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.11 133.10 132.55 132.55 132.55 132.55 132.00 132.00 132.00 131.99 131.44 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4
4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D189Z131P D84Z131P D260Z131P D85Z131P D185Z131P D87Z130P D262Z130P D88Z130P D187Z130P D89Z129P D261Z129P D86Z129P D186Z129P D83Z128P D259Z128P D82Z128P D184Z128P D80Z126P D258Z126P D81Z126P D183Z126P D78Z125P D257Z125P D79Z125P D182Z125P D76Z124P D256Z124P D77Z124P D181Z124P D74Z122P D255Z122P D75Z122P D180Z122P D72Z121P D254Z121P D73Z121P D179Z121P D70Z119P D253Z119P D71Z119P D178Z119P D67Z118P D252Z118P D68Z118P D177Z118P D69Z117P D251Z117P D66Z117P D176Z117P D58Z115P D250Z115P D65Z115P
131.44 130.89 130.89 130.89 130.88 129.90 129.89 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.91 127.90 126.49 126.49 126.49 126.48 125.07 125.07 125.07 125.06 123.65 123.65 123.65 123.64 122.23 122.22 122.22 122.22 120.81 120.80 120.80 120.80 119.39 119.38 119.38 119.38 117.97 117.96 117.96 117.96 116.95 116.95 116.95 116.94 114.92 114.92 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.3 2.3 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5 1.5
3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.3 2.3 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5 1.5
Helman O. Mozo
Page
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448 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D175Z115P D40Z113P D238Z113P D41Z113P D163Z113P D64Z112P D246Z112P D57Z112P D171Z112P D42Z110P D239Z110P D43Z110P D164Z110P D56Z108P D249Z108P D63Z108P D174Z108P D44Z107P D240Z107P D45Z107P D165Z107P D62Z105P D245Z105P D55Z105P D170Z105P D46Z103P D241Z103P D47Z103P D166Z103P D54Z102P D248Z102P D61Z102P D173Z102P D48Z100P D242Z100P D49Z100P D167Z100P D60Z98P D244Z98P D53Z98P D169Z98P D50Z97P D243Z97P D51Z97P D168Z97P D52Z95P D247Z95P D59Z95P D172Z95P D27Z93P D213Z93P D1Z93P
114.91 113.26 113.26 113.26 113.25 111.60 111.60 111.60 111.59 109.94 109.94 109.94 109.93 108.28 108.28 108.28 108.27 106.62 106.62 106.62 106.61 104.96 104.96 104.96 104.95 103.30 103.30 103.30 103.29 101.64 101.64 101.64 101.63 99.98 99.98 99.98 99.97 98.32 98.32 98.32 98.31 96.66 96.66 96.66 96.65 95.00 95.00 95.00 95.00 93.34 93.33 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 0.9 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0 0.0
1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 0.9 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0 0.0
Helman O. Mozo
Page
Job
449 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D109Z92P D281Z92P D131Z92P D206Z92P D26Z90P D25Z90P D225Z90P D150Z90P D111Z88P D132Z88P D282Z88P D207Z88P D23Z86P D24Z86P D224Z86P D149Z86P D113Z84P D133Z84P D283Z84P D208Z84P D22Z81P D21Z81P D223Z81P D148Z81P D134Z79P D284Z79P D115Z79P D209Z79P D143Z45P D236Z45P D19Z75P D222Z75P D147Z75P D20Z75P D144Z50P D219Z50P D135Z72P D210Z72P D285Z72P D117Z72P D145Z68P D16Z68P D220Z68P D17Z68P D211Z62P D136Z62P D286Z62P D119Z62P D141Z26P D230Z26P D146Z55P
93.33 91.63 91.63 91.63 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 76.99 76.99 75.35 75.35 75.35 75.35 72.08 72.08 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 62.40 62.40 62.40 62.40 56.89 56.89 55.28
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 482.14 482.14 0.00 0.00 0.00 0.00 323.13 323.13 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 455.25 455.25 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 11408.6 11408.5 0.1 0.1 0.0 0.1 7646.1 7646.1 0.1 0.0 0.1 0.2 0.1 0.2 0.2 0.2 0.5 0.5 0.5 0.5 10772.3 10772.3 0.2
0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 11408.6 11408.5 0.1 0.1 0.0 0.1 7646.1 7646.1 0.1 0.0 0.1 0.2 0.1 0.2 0.2 0.2 0.5 0.5 0.5 0.5 10772.3 10772.3 0.2
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
450 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18Z55P D221Z55P D15Z55P D217Z31P D142Z31P D162Z50P D39Z50P D237Z50P D28Z50P D160Z45P D161Z45P D218Z45P D37Z45P D235Z45P D12Z45P D296Z45P D13Z45P D139Z9P D226Z9P D159Z36P D36Z36P D234Z36P D11Z36P D215Z13P D140Z13P D158Z31P D35Z31P D233Z31P D10Z31P D156Z26P D216Z26P D155Z26P D33Z26P D231Z26P D8Z26P D295Z26P D6Z26P D154Z19P D31Z19P D5Z19P D229Z19P D157Z13P D34Z13P D232Z13P D9Z13P D38Z45P D292Z45P D214Z9P D151Z9P D152Z9P D121Z9P D227Z9P
55.28 55.28 55.28 51.12 51.12 50.35 50.35 50.35 50.35 44.57 44.57 44.57 44.57 44.57 44.57 44.57 44.57 41.07 41.07 36.32 36.32 36.32 36.32 35.27 35.27 31.32 31.32 31.32 31.32 26.28 26.28 26.28 26.28 26.28 26.28 26.28 26.28 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 12.16 12.16 8.59 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 294.56 294.56 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 483.08 483.08 0.01 0.01 0.01 0.01 326.13 326.13 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 482.14 482.14 0.01 0.00 0.01 0.01 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 11408.5 11408.5 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 11408.5 11408.5 0.1 0.1 0.1 0.1 0.1
NG NG
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
451 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D294Z9P D3Z9P D14Z50P D293Z50P D32Z26P D290Z26P D7Z31P D291Z31P D30Z9P D288Z9P D289Z13P D4Z13P
8.59 8.59 8.59 7.25 7.25 -4.32 -4.32 -10.09 -10.09 -23.89 -23.89 -29.69 -29.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 641.14 641.14 455.25 455.25 615.94 615.94 483.08 483.08 640.03 640.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.1 0.1 0.1 15170.9 15170.9 10772.3 10772.3 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
0.1 0.1 0.1 15170.9 15170.9 10772.3 10772.3 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
*** Analysis Results for Load Case No. 17 "SERVICIO 1-3"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-3": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) ------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0002285 -0.0001762 -0.004436 0.1592 0.1663 0.0447 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.004771 -483.1 32.48 0.0000 0.0000 0.0000 -3.518 -490.1 41.07 D4Z13P 0.004266 -326.1 21.93 0.0000 0.0000 0.0000 0.004266 -332.8 35.27 D5Z19P 0.004461 -0.003936 -0.0009543 -0.0102 -0.0044 -0.2063 -6.336 -6.344 18.73 D6Z26P 0.007181 -455.2 30.6 0.0000 0.0000 0.0000 -2.526 -461.1 56.89 D7Z31P 0.006748 -294.6 19.8 0.0000 0.0000 0.0000 0.006748 -300.1 51.12 D8Z26P 0.007252 -0.004788 -0.001408 -0.0115 -0.0067 -0.2607 -5.826 -5.838 26.28 D9Z13P 0.004969 -0.003727 -0.000761 -0.0068 -0.0198 -0.1475 -6.698 -6.707 13.34 D10Z31P 0.006949 -0.005155 -0.001556 -0.0163 -0.0280 -0.2774 -5.487 -5.499 31.32 D11Z36P 0.006598 -0.005357 -0.001663 -0.0137 -0.0118 -0.2615 -5.152 -5.164 36.32 D12Z45P 0.008701 -0.00646 -0.001919 -0.0064 -0.0063 -0.2339 -4.594 -4.61 44.57 D13Z45P 0.00869 -482.1 32.41 0.0000 0.0000 0.0000 -2.374 -486.7 76.99 D14Z50P 0.007993 -323.1 21.72 0.0000 0.0000 0.0000 0.007993 -327.3 72.08 D15Z55P 0.007494 -0.006373 -0.002041 0.0382 0.0371 -0.2030 -3.876 -3.89 55.28 D16Z68P 0.005411 -0.004102 -0.001426 -0.0962 -0.0911 0.0325 3.037 -3.035 67.95 D17Z68P 0.005558 -0.004791 -0.002141 -0.0817 -0.0813 -0.1434 -3.026 -3.036 67.95 D18Z55P 0.007589 -0.005974 -0.001165 0.0527 0.0517 0.0268 3.891 -3.889 55.28 D19Z75P 0.002675 -0.001872 -0.001892 -0.0021 0.0005 0.0363 2.536 -2.536 75.35 D20Z75P 0.002774 -0.002492 -0.002128 -0.0341 -0.0376 -0.1240 -2.531 -2.536 75.35 D21Z81P 0.001057 -0.0002994 -0.002438 -0.0223 -0.0205 0.0392 2.134 -2.133 81.32 D22Z81P 0.0007602 -0.0004244 -0.002106 -0.0113 -0.0160 -0.1065 -2.132 -2.133 81.32 D23Z86P -0.0001251 -0.0001536 -0.002031 -0.0158 -0.0212 -0.0902 -1.827 -1.827 85.87 D24Z86P 9.051e-005 0.0002228 -0.003008 0.0059 0.0076 0.0414 1.827 -1.826 85.87 D25Z90P -8.808e-005 0.0002776 -0.003624 -0.0420 -0.0385 0.0431 1.576 -1.576 89.59 D26Z90P -0.0004444 0.0007721 -0.002024 -0.0215 0.0089 -0.0790 -1.577 -1.576 89.59
NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
452 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P
7.48e-005 0.008018 0 0.003885 0.00507 0.006406 0.006414 0.004877 0.006755 0.006866 0.008371 0.008364 0.008005 0.04121 0.04124 0.03258 0.03266 0.02457 0.02459 0.01711 0.01719 0.01047 0.01047 0.0046 0.004925 -0.0003491 0.006504 0.01291 0.02062 0.02822 0.03686 0.04543 0.004896 0.008448 0.01448 0.02092 0.02882 0.03684 0.04583 0.05073 0.05343 0.05325 0.05059 0.05798 0.058 0.06269 0.06274 0.06756 0.06757 0.07247 0.0725 0.07758
-0.000268 -0.006513 0 -0.003185 -0.003601 -0.005336 -0.00426 -0.003345 -0.004548 -0.004784 -0.006367 -0.007369 -0.006203 -0.04094 -0.04102 -0.03231 -0.03241 -0.02436 -0.02442 -0.01698 -0.01705 -0.01033 -0.01039 -0.00473 -0.004856 -0.002622 -0.006048 -0.0136 -0.02024 -0.02821 -0.03653 -0.04515 -0.005289 -0.006899 -0.01476 -0.02037 -0.0288 -0.03646 -0.04551 -0.05035 -0.0529 -0.05287 -0.0502 -0.05731 -0.0573 -0.06212 -0.06213 -0.06692 -0.06692 -0.0719 -0.0719 -0.07697
-0.001937 0.0651 -0.0496 -0.0680 -0.001989 -0.0312 -0.0394 -0.2101 0 0.0000 0.0000 0.0000 0.0006263 0.0000 0.0000 0.0000 -0.0007799 0.0023 0.0059 0.0088 -0.0008254 0.0000 0.0000 0.0000 -0.0009292 0.0039 0.0091 0.0124 -0.0003996 0.0042 0.0033 0.0065 -0.001065 0.0005 0.0013 0.0151 -0.001207 0.0051 0.0064 0.0175 -0.001046 0.0085 0.0100 0.0215 -0.001056 0.0000 0.0000 0.0000 -0.001102 -0.0219 -0.0202 0.0242 -0.002341 0.1510 0.1488 0.0238 -0.008913 0.1592 0.1555 0.0466 -0.002285 0.1420 0.1511 0.0085 -0.008446 0.1286 0.1363 0.0463 -0.002226 0.1369 0.1228 -0.0068 -0.007883 0.1543 0.1447 0.0459 -0.002153 0.1150 0.1457 -0.0221 -0.007197 0.0820 0.0987 0.0456 -0.002081 0.1204 0.0636 -0.0374 -0.006403 0.1710 0.1515 0.0453 -0.001983 0.0657 0.1829 -0.0527 -0.005446 -0.0283 -0.0038 0.0450 -0.001913 0.0825 0.0838 -0.0603 -0.005991 0.1074 0.1062 0.0451 -0.002108 0.1135 0.1194 -0.0298 -0.007579 0.1315 0.1307 0.0458 -0.002254 0.1362 0.1389 0.0008 -0.008706 0.1510 0.1492 0.0464 -0.002366 0.1449 0.1462 0.0314 -0.0049 0.0877 0.0805 0.0448 -0.002053 0.0983 0.0908 -0.0451 -0.006814 0.1093 0.1115 0.0455 -0.002197 0.1279 0.1259 -0.0145 -0.008185 0.1361 0.1386 0.0461 -0.002316 0.1502 0.1484 0.0161 -0.009119 0.1407 0.1573 0.0467 -0.007377 0.1192 0.1415 0.0527 -0.002466 0.1649 0.1760 0.0442 -0.006487 0.1479 0.1739 0.0555 -0.002424 0.1572 0.1627 0.0409 -0.002491 0.1889 0.1878 0.0444 -0.006677 0.1946 0.1957 0.0546 -0.002494 0.1941 0.1934 0.0446 -0.006845 0.1934 0.1916 0.0537 -0.002517 0.1964 0.1969 0.0448 -0.006989 0.1962 0.1966 0.0528 -0.002519 0.2035 0.2024 0.0449 -0.007113 0.2035 0.2022 0.0519 -0.002538 0.2065 0.2063 0.0451
17:07:07 03/17/10
-1.325 -4.207 7.6 3.526 6.345 2.539 5.839 6.708 5.501 5.165 4.612 2.392 4.223 -1.284 1.366 -1.292 1.358 -1.3 1.35 -1.308 1.342 -1.315 1.335 -1.32 1.33 -1.325 1.332 -1.312 1.346 -1.297 1.362 -1.28 1.33 -1.317 1.339 -1.304 1.354 -1.288 1.371 0.9524 -0.6366 0.7432 -0.8511 -0.632 0.748 -0.6273 0.7527 -0.6224 0.7576 -0.6175 0.7625 -0.6124
-1.325 -4.221 -7.6 -7.026 -6.344 -5.838 -5.837 -6.706 -5.499 -5.163 -4.61 -4.611 -4.221 -1.366 -1.366 -1.357 -1.357 -1.349 -1.349 -1.342 -1.342 -1.335 -1.335 -1.33 -1.33 -1.328 -1.331 -1.339 -1.345 -1.353 -1.362 -1.37 -1.33 -1.332 -1.34 -1.345 -1.354 -1.361 -1.371 -0.952 -0.7429 -0.7429 -0.9519 -0.7473 -0.7473 -0.7521 -0.7521 -0.7569 -0.7569 -0.7619 -0.7619 -0.767
93.33 50.35 0 8.591 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 113.3 109.9 109.9 106.6 106.6 103.3 103.3 99.98 99.97 96.66 96.65 95 98.31 101.6 105 108.3 111.6 114.9 95 98.32 101.6 105 108.3 111.6 114.9 116.9 118 118 116.9 119.4 119.4 120.8 120.8 122.2 122.2 123.6 123.6 125.1
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P
0.07759 0.08267 0.08269 0.08787 0.08783 0.09886 0.09883 0.0914 0.09493 0.09511 0.09134 0.1459 0.1459 0.1012 0.1036 0.1061 0.1086 0.1112 0.1138 0.1164 0.119 0.1217 0.1244 0.1271 0.1298 0.1325 0.1352 0.1379 0.1406 0.1433 0.0003661 -0.0004648 0.0004862 0.001522 0.004337 0.01584 0.003891 0.004777 0.1036 0.1086 0.1138 0.119 0.1244 0.1298 0.1352 0.1406 -0.00164 0.0003999 0.0002883 0.002156 0.00273 0.01592
-0.07697 -0.007218 -0.08213 -0.002539 -0.08211 -0.007307 -0.08735 -0.007382 -0.08727 -0.002552 -0.09832 -0.002589 -0.09827 -0.005407 -0.09083 -0.006748 -0.09444 -0.002573 -0.09454 -0.006081 -0.09083 -0.002559 -0.1454 -0.002656 -0.1454 -0.006051 -0.1006 -0.005507 -0.1031 -0.002602 -0.1055 -0.005677 -0.108 -0.002615 -0.1106 -0.005807 -0.1132 -0.002627 -0.1158 -0.005901 -0.1185 -0.002635 -0.1211 -0.005968 -0.1238 -0.002643 -0.1265 -0.006014 -0.1292 -0.002649 -0.1319 -0.00604 -0.1346 -0.002654 -0.1373 -0.006049 -0.14 -0.002656 -0.1427 -0.006051 0.0009122 -0.00206 0.0002358 -0.00201 -0.0004423 -0.002069 -0.00111 -0.002124 -0.003566 -0.002155 -0.01477 -0.002118 -0.002483 -0.0001912 -0.002939 -0.0005662 -0.103 -0.005597 -0.108 -0.005747 -0.1132 -0.005858 -0.1184 -0.005937 -0.1238 -0.005993 -0.1292 -0.006029 -0.1346 -0.006047 -0.14 -0.00605 0.001725 -0.004296 -0.0001649 -0.003284 0.0002322 -0.00278 -0.001355 -0.002144 -0.001659 -0.001845 -0.01493 -7.494e-006
0.2052 0.2077 0.2106 0.2081 0.2078 0.2340 0.2251 0.1974 0.2208 0.2056 0.2113 0.2779 0.2780 0.2472 0.2521 0.2574 0.2631 0.2676 0.2698 0.2715 0.2743 0.2763 0.2779 0.2792 0.2799 0.2808 0.2794 0.2783 0.2782 0.2784 0.0095 -0.0210 -0.0090 -0.0291 -0.0128 -0.0446 0.0167 0.0118 0.2552 0.2625 0.2700 0.2739 0.2780 0.2804 0.2797 0.2782 -0.0150 0.0005 -0.0095 -0.0219 -0.0019 -0.0342
17:07:07 03/17/10
0.2059 0.2061 0.2071 0.2101 0.2088 0.2399 0.2424 0.2138 0.2219 0.2149 0.2081 0.2779 0.2779 0.2483 0.2514 0.2577 0.2632 0.2677 0.2696 0.2710 0.2738 0.2761 0.2777 0.2790 0.2801 0.2809 0.2794 0.2778 0.2779 0.2780 0.0114 -0.0121 -0.0184 -0.0268 -0.0186 -0.0472 0.0243 0.0161 0.2511 0.2623 0.2692 0.2738 0.2775 0.2796 0.2792 0.2782 -0.0117 0.0049 -0.0106 -0.0162 -0.0028 -0.0299
0.0510 0.0453 0.0501 0.0492 0.0455 0.0471 0.0570 0.0507 0.0480 0.0547 0.0479 0.0471 0.0570 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 0.0471 0.0570 -0.0743 -0.0835 -0.0980 -0.1139 -0.1383 -0.1673 0.0036 -0.0980 0.0570 0.0570 0.0570 0.0570 0.0570 0.0570 0.0570 0.0570 0.0441 0.0422 0.0406 0.0376 0.0349 0.0299
0.7676 -0.6073 0.7727 0.7779 -0.6022 -0.2511 0.4488 0.6681 -0.3684 0.5584 -0.4853 -0.2041 0.4959 0.4512 -0.2464 0.4561 -0.2414 0.4612 -0.2362 0.4664 -0.231 0.4717 -0.2256 0.4771 -0.2202 0.4825 -0.2148 0.4879 -0.2094 0.4933 -1.439 -1.693 -1.967 -2.314 -2.756 -3.389 7.026 -7.018 0.4536 0.4586 0.4638 0.469 0.4744 0.4798 0.4852 0.4906 1.438 1.693 1.968 2.318 2.763 3.421
-0.767 -0.7721 -0.7721 -0.7773 -0.7773 -0.4483 -0.4483 -0.6675 -0.5578 -0.5579 -0.6675 -0.4954 -0.4954 -0.4506 -0.4531 -0.4555 -0.458 -0.4606 -0.4632 -0.4658 -0.4685 -0.4711 -0.4738 -0.4765 -0.4792 -0.4819 -0.4846 -0.4873 -0.49 -0.4927 -1.439 -1.692 -1.968 -2.317 -2.764 -3.42 -7.025 -7.025 -0.453 -0.458 -0.4632 -0.4684 -0.4738 -0.4792 -0.4846 -0.49 -1.438 -1.692 -1.967 -2.317 -2.762 -3.42
125.1 126.5 126.5 127.9 127.9 130.9 130.9 128.9 129.9 129.9 128.9 140.9 140.9 131.4 132 132.5 133.1 133.7 134.2 134.8 135.3 135.9 136.4 137 137.5 138.1 138.6 139.2 139.8 140.3 91.62 87.87 83.77 78.59 71.98 62.4 8.59 8.589 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4
Helman O. Mozo
Page
Job
454 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P
0 0 0.0002494 -9.042e-005 0.003204 -0.002473 326.1 -0.002891 0.005347 -0.00425 294.6 -0.00454 0.007373 -0.006358 323.1 -0.006193 0.004564 -0.004329 0.006436 -0.00585 0.001792 -0.001494 0.0002237 -0.0002496 -0.0001683 0.0005672 -0.0008821 0.0006236 483.1 -0.003518 0.004214 -0.003567 0 0 0.004943 -0.002857 455.2 -0.004653 0.00584 -0.004664 0.005014 -0.003489 0.006147 -0.004596 0.006228 -0.004567 0.006787 -0.006729 482.1 -0.006718 0.006691 -0.006217 0.04121 -0.04099 0.03261 -0.03234 0.02457 -0.0244 0.01714 -0.017 0.01042 -0.01039 0.004755 -0.004658 0.007084 -0.008785 0.02063 -0.021 0.0368 -0.03664 0.002615 0.0007759 0.01369 -0.01242 0.02845 -0.02783 0.04553 -0.0451 0.0506 -0.05025 0.05337 -0.05298 0.05793 -0.05732 0.06266 -0.06213 0.06752 -0.06691 0.07246 -0.07189 0.07757 -0.07695 0.08268 -0.0821 0.08786 -0.08723 0.0989 -0.09828 0.09137 -0.09079 0.09499 -0.09437 0.1459 -0.1454
0 -0.001963 0.0003403 21.93 -0.0009989 19.8 -0.001118 21.72 -0.001995 -0.001834 -0.002026 -0.002043 -0.002001 -0.002019 32.48 -0.0003829 0 -0.0007569 30.61 -0.001086 -0.000548 -0.001229 -0.001366 -0.001666 32.41 -0.00176 -0.00239 -0.002333 -0.002272 -0.002196 -0.002121 -0.002022 -0.002092 -0.002243 -0.002366 -0.001951 -0.002148 -0.0023 -0.002413 -0.002463 -0.00247 -0.002477 -0.002503 -0.002506 -0.002527 -0.002529 -0.002544 -0.002545 -0.002588 -0.002567 -0.002576 -0.002653
0.0000 -0.0542 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0929 0.0535 -0.0031 -0.0093 -0.0128 0.0214 0.0000 0.0152 0.0000 0.0042 0.0000 0.0083 -0.0102 -0.0046 0.0079 0.0102 0.0000 -0.0234 0.1453 0.1563 0.1116 0.1607 0.0428 0.2049 0.0866 0.1235 0.1484 0.0808 0.1203 0.1386 0.1463 0.1636 0.1664 0.1864 0.1943 0.1960 0.2032 0.2061 0.2075 0.2072 0.2341 0.2114 0.2216 0.2784
17:07:07 03/17/10
0.0000 0.0741 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0952 0.0512 -0.0037 -0.0075 -0.0076 -0.0142 0.0000 0.0239 0.0000 0.0020 0.0000 0.0062 0.0001 0.0013 0.0013 0.0066 0.0000 -0.0183 0.1515 0.1443 0.1359 0.1187 0.1173 0.0710 0.0996 0.1286 0.1487 0.0801 0.1149 0.1381 0.1490 0.1607 0.1756 0.1885 0.1938 0.1972 0.2029 0.2065 0.2071 0.2098 0.2394 0.2097 0.2226 0.2775
0.0000 -0.0010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0143 0.0057 -0.0023 -0.0031 -0.0035 -0.0017 0.0000 0.0024 0.0000 -0.0000 0.0000 0.0003 -0.0010 -0.0010 -0.0003 0.0000 0.0000 -0.0040 -0.0424 -0.0355 -0.0286 -0.0217 -0.0148 -0.0079 -0.0113 -0.0251 -0.0389 -0.0044 -0.0182 -0.0320 -0.0458 -0.0514 -0.0535 -0.0534 -0.0533 -0.0532 -0.0531 -0.0529 -0.0528 -0.0527 -0.0514 -0.0540 -0.0530 -0.0514
1.325 1.457e-011 1.325 1.325 7.026 -3.525 332.8 -0.002891 5.838 -2.537 300.1 -0.00454 4.611 -2.39 327.3 -0.006193 3.036 3.027 3.89 3.877 2.536 2.532 2.133 2.132 1.826 1.827 1.576 1.577 490.1 3.519 7.027 7.019 7.6 7.6 6.345 6.338 461.1 2.528 5.839 5.828 6.708 6.7 5.5 5.49 5.164 5.154 4.61 4.596 486.7 2.376 4.221 4.208 1.366 1.284 1.358 1.293 1.35 1.301 1.342 1.308 1.335 1.315 1.33 1.32 1.332 1.316 1.346 1.304 1.362 1.288 1.328 1.326 1.339 1.313 1.353 1.297 1.371 1.28 0.9523 0.8514 0.7434 0.637 0.7479 0.6327 0.7527 0.6279 0.7575 0.6231 0.7625 0.6181 0.7676 0.6131 0.7727 0.6079 0.7779 0.6028 0.4489 0.2517 0.668 0.4859 0.5583 0.369 0.4959 0.2046
93.33 93.33 8.59 35.27 26.28 51.12 44.57 72.08 67.95 55.28 75.35 81.32 85.87 89.59 41.07 8.59 0 18.73 56.89 26.28 13.34 31.32 36.32 44.57 76.99 50.35 113.3 109.9 106.6 103.3 99.98 96.66 98.32 105 111.6 95 101.6 108.3 114.9 116.9 118 119.4 120.8 122.2 123.6 125.1 126.5 127.9 130.9 128.9 129.9 140.9
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P
0.1012 -0.1006 0.1061 -0.1055 0.1112 -0.1106 0.1164 -0.1158 0.1217 -0.1211 0.1271 -0.1265 0.1325 -0.1319 0.1379 -0.1373 0.1432 -0.1427 0.1036 -0.103 0.1086 -0.108 0.1138 -0.1132 0.119 -0.1184 0.1244 -0.1238 0.1298 -0.1292 0.1352 -0.1346 0.1406 -0.14 -0.0009957 -0.0004312 -0.0004423 0.000806 0.0001222 1.532e-005 0.000999 -0.0009934 0.00172 -0.001643 0.01508 -0.01487 0 0 3.109e-005 -4.792e-005 0.004172 -483.1 0.004381 -640 0.005833 -455.2 0.006149 -615.9 0.006778 -482.1 0.006696 -641.1 0.004287 -0.004629 0.006119 -0.006039 0.001967 -0.00221 0.0007267 -0.001217 -0.0002643 7.959e-005 0.0001822 -0.000379 0.005147 -0.004543 0.00523 -0.003946 0 0 0.004525 -0.003396 0.006686 -0.006075 0.006748 -0.005439 0.005377 -0.004021 0.006313 -0.005221 0.005912 -0.005045 0.007694 -0.007372 0.007683 -0.00754 0.006733 -0.006556 0.04123 -0.04097 0.03264 -0.03233 0.02459 -0.02437
-0.002591 -0.002604 -0.002616 -0.002627 -0.002634 -0.002641 -0.002647 -0.002651 -0.002653 -0.002602 -0.002615 -0.002626 -0.002633 -0.00264 -0.002646 -0.002651 -0.002652 -0.002083 -0.00199 -0.002026 -0.002045 -0.002027 -0.001947 0 0.0005276 -32.48 -43.03 -30.61 -41.41 -32.42 -43.11 -0.002583 -0.00259 -0.002175 -0.001678 -0.001033 -0.0004417 -0.001832 -0.0009242 0 -0.001077 -0.00193 -0.001668 -0.001089 -0.001807 -0.001898 -0.00247 -0.002545 -0.002546 0.004179 0.003824 0.003382
0.2451 0.2579 0.2679 0.2708 0.2762 0.2792 0.2813 0.2777 0.2782 0.2526 0.2635 0.2704 0.2747 0.2783 0.2803 0.2799 0.2786 0.0206 -0.0023 -0.0106 -0.0151 -0.0058 -0.0288 0.0000 0.0319 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0965 0.0420 -0.0086 -0.0220 -0.0086 -0.0205 0.0000 0.0123 0.0000 -0.0054 0.0000 -0.0042 -0.0182 -0.0205 -0.0048 -0.0025 0.0000 -0.0375 0.1538 0.1426 0.1288
17:07:07 03/17/10
0.2447 0.2575 0.2669 0.2711 0.2757 0.2786 0.2801 0.2778 0.2777 0.2511 0.2629 0.2693 0.2734 0.2774 0.2797 0.2791 0.2776 0.0151 -0.0113 -0.0039 -0.0196 -0.0036 -0.0295 0.0000 0.0473 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0825 0.0641 0.0065 -0.0059 0.0070 -0.0072 0.0000 0.0305 0.0000 0.0153 0.0000 0.0206 -0.0041 0.0031 0.0175 0.0184 0.0000 -0.0171 0.1526 0.1431 0.1317
-0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 -0.0514 0.0002 -0.0031 -0.0030 -0.0043 -0.0024 -0.0055 0.0000 -0.0881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.1333 -0.1553 -0.1201 -0.1094 -0.1013 -0.0949 0.0000 -0.0910 0.0000 -0.1575 0.0000 -0.1884 -0.1237 -0.1978 -0.1890 -0.1744 0.0000 -0.1642 -0.0539 -0.0596 -0.0653
0.4512 0.4561 0.4612 0.4664 0.4717 0.4771 0.4825 0.4879 0.4932 0.4536 0.4586 0.4638 0.469 0.4744 0.4798 0.4852 0.4906 1.439 1.692 1.968 2.317 2.762 3.42 1.9e-015 -1.325 3.527 0.004381 2.539 0.006149 2.39 0.006696 -3.027 -3.877 -2.532 -2.132 -1.827 -1.576 -3.517 -7.017 -7.6 -6.336 -2.526 -5.826 -6.698 -5.488 -5.152 -4.595 -2.375 -4.208 -1.284 -1.292 -1.3
0.2494 0.2445 0.2394 0.2342 0.2289 0.2235 0.2181 0.2127 0.2073 0.247 0.242 0.2368 0.2316 0.2262 0.2208 0.2154 0.21 1.439 1.693 1.968 2.315 2.759 3.39 1.325 1.325 -476.1 -633.3 -449.4 -610.4 -477.5 -636.9 3.027 3.877 2.532 2.131 1.827 1.576 7.018 7.019 7.6 6.337 5.827 5.827 6.699 5.489 5.153 4.596 4.596 4.208 1.284 1.293 1.301
131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3 132 133.1 134.2 135.3 136.4 137.5 138.6 139.8 91.62 87.87 83.77 78.59 71.98 62.4 93.33 93.34 -23.89 -29.69 -4.323 -10.09 12.16 7.249 67.95 55.28 75.35 81.32 85.87 89.59 8.588 8.589 0 18.73 26.28 26.28 13.34 31.32 36.32 44.57 44.57 50.35 113.3 109.9 106.6
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P
0.01716 0.01052 0.004775 0.007869 0.02092 0.0369 0.001944 0.0137 0.02859 0.04574 0.05069 0.05324 0.05794 0.0627 0.06753 0.07247 0.07757 0.08269 0.08787 0.09887 0.09141 0.09511 0.1459 0.1013 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1432 0.1037 0.1086 0.1138 0.119 0.1244 0.1298 0.1352 0.1406 -0.0003429 0.000234 0.000299 0.001603 0.002034 0.0152 0 0.004565 640 0.006079 615.9 0.007537
-0.017 -0.01039 -0.004749 -0.007886 -0.02078 -0.0366 -0.001866 -0.01352 -0.02832 -0.04534 -0.05028 -0.05284 -0.05729 -0.06211 -0.06693 -0.0719 -0.07699 -0.08213 -0.08736 -0.09833 -0.09085 -0.09456 -0.1454 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427 -0.1031 -0.108 -0.1132 -0.1185 -0.1238 -0.1292 -0.1346 -0.14 0.0002207 -0.0004154 -0.0006275 -0.002017 -0.002359 -0.0149 0 -0.00391 -0.003312 -0.005422 -0.005132 -0.007362
0.002844 0.002196 0.001434 0.00184 0.003137 0.004022 0.001029 0.002553 0.003628 0.004337 0.002496 0.001561 0.001719 0.001856 0.001975 0.002076 0.00216 0.002233 0.002294 0.0002253 0.001627 0.0009315 0.0007378 0.0003116 0.0004551 0.0005614 0.0006353 0.0006878 0.0007207 0.0007357 0.0007378 0.0007379 0.000388 0.0005128 0.0006011 0.0006641 0.0007066 0.0007304 0.0007371 0.0007379 0.0001423 -0.0007506 -0.001346 -0.001951 -0.002233 -0.003924 0 -0.001507 -43.03 -0.00186 -41.41 -0.002587
0.1274 0.0931 0.1104 0.0952 0.1269 0.1496 0.0859 0.1158 0.1382 0.1395 0.1227 0.1496 0.1946 0.1937 0.1966 0.2037 0.2058 0.2101 0.2082 0.2263 0.1980 0.2071 0.2777 0.2467 0.2572 0.2673 0.2712 0.2760 0.2789 0.2805 0.2780 0.2780 0.2545 0.2623 0.2697 0.2736 0.2776 0.2801 0.2793 0.2779 -0.0187 0.0054 -0.0289 -0.0199 -0.0126 -0.0387 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17:07:07 03/17/10
0.1257 0.0977 0.1079 0.0974 0.1280 0.1486 0.0838 0.1159 0.1396 0.1559 0.1452 0.1733 0.1945 0.1923 0.1970 0.2026 0.2063 0.2075 0.2100 0.2414 0.2139 0.2161 0.2777 0.2475 0.2574 0.2674 0.2706 0.2757 0.2787 0.2805 0.2774 0.2776 0.2509 0.2620 0.2690 0.2735 0.2772 0.2793 0.2790 0.2779 -0.0032 0.0177 -0.0098 -0.0080 0.0068 -0.0231 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-0.0710 -0.0767 -0.0824 -0.0795 -0.0681 -0.0568 -0.0852 -0.0738 -0.0625 -0.0511 -0.0537 -0.0553 -0.0543 -0.0532 -0.0521 -0.0511 -0.0500 -0.0489 -0.0479 -0.0531 -0.0485 -0.0515 -0.0530 -0.0531 -0.0531 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0531 -0.0531 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0530 -0.0911 -0.0980 -0.1048 -0.1145 -0.1258 -0.1431 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
-1.308 1.308 103.3 -1.314 1.315 99.98 -1.32 1.32 96.66 -1.317 1.317 98.32 -1.304 1.304 105 -1.288 1.288 111.6 -1.323 1.323 95 -1.311 1.311 101.6 -1.296 1.297 108.3 -1.279 1.28 114.9 -0.851 0.8514 117 -0.6368 0.6372 118 -0.6321 0.6327 119.4 -0.6273 0.6279 120.8 -0.6225 0.6231 122.2 -0.6175 0.6181 123.6 -0.6124 0.613 125.1 -0.6073 0.6079 126.5 -0.6021 0.6026 127.9 -0.2511 0.2517 130.9 -0.4853 0.4858 128.9 -0.3682 0.3688 129.9 -0.2041 0.2046 140.9 -0.2487 0.2494 131.4 -0.2439 0.2445 132.6 -0.2388 0.2394 133.7 -0.2336 0.2342 134.8 -0.2283 0.2289 135.9 -0.2229 0.2235 137 -0.2175 0.2181 138.1 -0.2121 0.2127 139.2 -0.2068 0.2073 140.3 -0.2463 0.2469 132 -0.2414 0.242 133.1 -0.2362 0.2368 134.2 -0.231 0.2315 135.3 -0.2256 0.2262 136.4 -0.2202 0.2208 137.5 -0.2148 0.2154 138.7 -0.2094 0.21 139.8 -1.44 1.44 91.63 -1.692 1.692 87.87 -1.967 1.967 83.77 -2.314 2.314 78.59 -2.758 2.758 71.98 -3.39 3.39 62.4 -1.325 1.457e-011 93.33 -7.018 3.519 8.588 633.3 -0.003312 -29.69 -5.827 2.527 26.28 610.4 -0.005132 -10.09 -4.596 2.376 44.57
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
641.1 483.1 455.3 482.1 0.1012 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1433
-0.006517 -0.002936 -0.004771 -0.006451 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427
-43.11 -32.48 -30.61 -32.42 -0.002601 -0.002614 -0.002626 -0.002634 -0.002642 -0.002648 -0.002654 -0.002655 -0.002656
0.0000 0.0000 0.0000 0.0000 0.2453 0.2576 0.2676 0.2705 0.2759 0.2789 0.2810 0.2774 0.2779
17:07:07 03/17/10
0.0000 0.0000 0.0000 0.0000 0.2450 0.2578 0.2672 0.2714 0.2761 0.2790 0.2804 0.2782 0.2780
0.0000 0.0000 0.0000 0.0000 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471 0.0471
636.9 476.1 449.4 477.5 -0.2488 -0.2439 -0.2388 -0.2336 -0.2283 -0.2229 -0.2175 -0.2121 -0.2067
-0.006517 7.249 -3.525 -23.89 -2.538 -4.323 -2.39 12.16 -0.4506 131.4 -0.4555 132.6 -0.4606 133.7 -0.4658 134.8 -0.4711 135.9 -0.4765 137 -0.4819 138.1 -0.4873 139.2 -0.4927 140.3
Joint Support Reactions for Load Case "SERVICIO 1-3": Joint Label
X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D0Z93P -43.63 0.0 0.17 0.0 89.16 0.0 0.0 99.26 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P -3.06 0.0 14.17 0.0 65.99 0.0 0.0 67.57 0.0 -0.92 0.0 -1.3 0.0 0.71 0.0 0.0 D29Z0P -22.08 0.0 18.66 0.0 135.64 0.0 0.0 138.68 0.0 -0.23 0.0 -0.7 0.0 0.00 0.0 0.0 D137Z93P -0.17 0.0 40.69 0.0 68.58 0.0 0.0 79.74 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -17.46 0.0 -0.31 0.0 76.55 0.0 0.0 78.52 0.0 -1.14 0.0 -1.2 0.0 -0.15 0.0 0.0 D212Z93P -42.07 0.0 0.17 0.0 13.79 0.0 0.0 44.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P -8.18 0.0 5.83 0.0 8.69 0.0 0.0 13.28 0.0 -0.50 0.0 -1.0 0.0 0.51 0.0 0.0 D287Z93P -0.17 0.0 44.69 0.0 10.29 0.0 0.0 45.86 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-3": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.1661 -0.1661 -0.7215 43.4591 -0.0000 -88.4353 0.0000 0.0000 0.0000 D1Z93P 0.3536 -0.3536 -1.5518 -0.3536 0.3536 1.5518 0.0002 -0.0002 -0.0044 D2Z0P 0.4853 -0.4853 -2.3451 2.5766 -13.6872 -63.6498 0.0000 0.0000 0.0000 D3Z9P 0.4853 -0.4853 -2.3451 -0.4853 0.0022 2.3775 0.0048 -483.0764 32.4762 D4Z13P 0.4853 -0.4853 -2.3451 -0.4853 0.1591 2.3670 0.0043 -326.1265 21.9253 D5Z19P 2.9788 -1.4747 -7.1977 -2.9788 1.4747 7.1977 0.0045 -0.0039 -0.0010 D6Z26P 0.4573 -0.4573 -2.4009 -0.4573 0.0021 2.4315 0.0072 -455.2480 30.6047 D7Z31P 0.4573 -0.4573 -2.4009 -0.4573 0.1627 2.4207 0.0067 -294.5626 19.8022 D8Z26P 2.5226 -0.9971 -4.8526 -2.5226 0.9971 4.8526 0.0073 -0.0048 -0.0014 D9Z13P 1.0100 -0.6224 -3.5931 -1.0100 0.6224 3.5931 0.0050 -0.0037 -0.0008 D10Z31P 3.7604 -1.3206 -6.4009 -3.7604 1.3206 6.4009 0.0069 -0.0052 -0.0016 D11Z36P 1.3039 -1.3039 -5.1266 -1.3039 1.3039 5.1266 0.0066 -0.0054 -0.0017 D12Z45P 0.4843 -0.4843 -2.3757 -0.4843 0.4843 2.3757 0.0087 -0.0065 -0.0019 D13Z45P 0.4843 -0.4843 -2.3757 -0.4843 0.0022 2.4081 0.0087 -482.1351 32.4120 D14Z50P 0.4843 -0.4843 -2.3757 -0.4843 0.1612 2.3974 0.0080 -323.1332 21.7226 D15Z55P 1.1668 -1.1668 -5.7010 -1.1668 1.1668 5.7010 0.0075 -0.0064 -0.0020
Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P
2.5210 2.5210 2.5933 0.6535 2.1756 0.5394 0.5394 0.4276 0.4276 0.3801 0.3801 0.3536 0.4843 0.4853 0.4853 0.9426 0.4573 0.4573 0.4853 0.4573 0.9416 0.4843 0.4843 0.4843 0.1848 0.1848 0.1836 0.1836 0.1916 0.1916 0.1904 0.1904 0.1800 0.1800 0.1661 0.1661 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1661 0.3461 0.3704 0.8322 0.3753 0.3684 0.3609 0.1761 0.2612
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
459 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
460 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
461 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P
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-0.1704 -0.9283 -0.1713 -0.1693 -0.9302 -0.1677 -0.1566 -0.0998 -0.0727 -0.0727 -0.0292 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292 -0.0543 -0.0544 -0.7657 -0.0546 -0.0547 -0.0548 -0.7709 -0.0566 -0.1876 -1.1741 -1.2068 -0.3043 -0.3492 -2.1454 -0.1661 -0.3536 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -2.5210 -1.1668 -0.6535 -0.5394 -0.4276 -0.3801 -0.4853 -1.0812 -0.4853 -0.9924
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-0.1704 -0.9282 -0.1712 -0.1692 -0.9302 -0.1676 -0.1565 -0.0997 -0.0726 -0.0726 -0.0290 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290 -0.0542 -0.0543 -0.7655 -0.0544 -0.0545 -0.0546 -0.7708 -0.0565 -0.1876 -1.1741 -1.2068 -0.3043 -0.3492 -2.1454 41.9066 -0.3536 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -2.5210 -1.1668 -0.6535 -0.5394 -0.4276 -0.3801 -0.4853 -2.7654 7.6920 -2.6052
17:07:07 03/17/10
0.1704 0.9282 0.1712 0.1692 0.9302 0.1676 0.1565 0.0997 0.0726 0.0726 0.0290 0.0270 0.0271 0.0271 0.0271 0.0272 0.0272 0.0273 0.0273 0.0290 0.0542 0.0543 0.7655 0.0544 0.0545 0.0546 0.7708 0.0565 0.1876 1.1741 1.2068 0.3043 0.3492 2.1454 -0.0000 0.3536 0.0022 -0.1548 0.0021 -0.1586 0.0022 -0.1568 2.5210 1.1668 0.6535 0.5394 0.4276 0.3801 0.4853 1.0812 -5.3418 0.9924
0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7034 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303 1.2179 1.4000 1.3261 1.5702 3.7052 -13.0687 1.5518 2.3126 2.3020 2.3703 2.3595 2.3433 2.3326 5.2755 5.7010 2.8964 2.3461 1.8579 1.6682 2.3451 4.7968 -6.3490 6.7073
0.0579 0.0627 0.0675 0.0725 0.0776 0.0827 0.0879 0.0989 0.0914 0.0950 0.1459 0.1012 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1432 0.1036 0.1086 0.1138 0.1190 0.1244 0.1298 0.1352 0.1406 -0.0010 -0.0004 0.0001 0.0010 0.0017 0.0151 0.0000 0.0000 0.0042 0.0044 0.0058 0.0061 0.0068 0.0067 0.0043 0.0061 0.0020 0.0007 -0.0003 0.0002 0.0051 0.0052 0.0000 0.0045
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-0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0025 -0.0026 -0.0026 -0.0026 -0.0027 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0021 -0.0020 -0.0020 -0.0020 -0.0020 -0.0019 0.0000 0.0005 -32.4771 -43.0299 -30.6076 -41.4110 -32.4158 -43.1060 -0.0026 -0.0026 -0.0022 -0.0017 -0.0010 -0.0004 -0.0018 -0.0009 0.0000 -0.0011
Helman O. Mozo
Page
Job
462 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P
0.4573 2.1436 1.0100 2.5691 0.9416 0.4843 0.4843 0.4843 0.1848 0.1836 0.1916 0.1904 0.1800 0.1661 0.3461 0.8322 0.3684 0.1661 0.3704 0.3753 0.3609 0.1761 0.2612 0.1704 0.9283 0.1713 0.1693 0.9302 0.1677 0.1566 0.0998 0.0727 0.0727 0.0292 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292 0.0543 0.0544 0.7657 0.0546 0.0547 0.0548 0.7709 0.0566 0.1876
-0.4573 -0.5078 -0.6224 -1.0092 -0.9416 -0.4843 -0.4843 -0.4843 -0.1848 -0.1836 -0.1916 -0.1904 -0.1800 -0.1661 -0.3461 -0.8322 -0.3684 -0.1661 -0.3704 -0.3753 -0.3609 -0.1761 -0.2612 -0.1704 -0.9283 -0.1713 -0.1693 -0.9302 -0.1677 -0.1566 -0.0998 -0.0727 -0.0727 -0.0292 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292 -0.0543 -0.0544 -0.7657 -0.0546 -0.0547 -0.0548 -0.7709 -0.0566 -0.1876
-2.4009 -4.3623 -3.5931 -4.8526 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.8264 -0.8264 -0.7739 -0.7215 -1.4954 -2.9727 -1.5479 -0.7215 -1.6003 -1.6003 -1.5475 -0.7735 -1.2725 -0.9792 -2.1004 -0.9604 -0.9494 -2.0784 -0.9384 -0.7035 -0.3307 -0.2343 -0.2343 -0.1032 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032 -0.1928 -0.1928 -1.2248 -0.1928 -0.1928 -0.1928 -1.2248 -0.1996 -0.8303
-0.4573 -2.1436 -1.0100 -2.5691 -0.9416 -0.4843 -0.4843 -0.4843 -0.1847 -0.1836 -0.1916 -0.1903 -0.1800 -0.1661 -0.3461 -0.8322 -0.3684 -0.1661 -0.3703 -0.3752 -0.3608 -0.1760 -0.2611 -0.1704 -0.9282 -0.1712 -0.1692 -0.9302 -0.1676 -0.1565 -0.0997 -0.0726 -0.0726 -0.0290 -0.0270 -0.0271 -0.0271 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0290 -0.0542 -0.0543 -0.7655 -0.0544 -0.0545 -0.0546 -0.7708 -0.0565 -0.1876
17:07:07 03/17/10
0.4573 0.5078 0.6224 1.0092 0.9416 0.4843 0.4843 0.4843 0.1847 0.1836 0.1916 0.1903 0.1800 0.1661 0.3461 0.8322 0.3684 0.1661 0.3703 0.3752 0.3608 0.1760 0.2611 0.1704 0.9282 0.1712 0.1692 0.9302 0.1676 0.1565 0.0997 0.0726 0.0726 0.0290 0.0270 0.0271 0.0271 0.0271 0.0272 0.0272 0.0273 0.0273 0.0290 0.0542 0.0543 0.7655 0.0544 0.0545 0.0546 0.7708 0.0565 0.1876
2.4009 4.3623 3.5931 4.8526 4.7766 2.3757 2.3757 2.3757 0.7739 0.7739 0.8264 0.8264 0.7739 0.7215 1.4954 2.9727 1.5479 0.7215 1.6003 1.6003 1.5475 0.7735 1.2725 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7035 0.3307 0.2343 0.2343 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303
0.0067 0.0067 0.0054 0.0063 0.0059 0.0077 0.0077 0.0067 0.0412 0.0326 0.0246 0.0172 0.0105 0.0048 0.0079 0.0209 0.0369 0.0019 0.0137 0.0286 0.0457 0.0507 0.0532 0.0579 0.0627 0.0675 0.0725 0.0776 0.0827 0.0879 0.0989 0.0914 0.0951 0.1459 0.1013 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1432 0.1037 0.1086 0.1138 0.1190 0.1244 0.1298 0.1352 0.1406 -0.0003
-0.0061 -0.0054 -0.0040 -0.0052 -0.0050 -0.0074 -0.0075 -0.0066 -0.0410 -0.0323 -0.0244 -0.0170 -0.0104 -0.0047 -0.0079 -0.0208 -0.0366 -0.0019 -0.0135 -0.0283 -0.0453 -0.0503 -0.0528 -0.0573 -0.0621 -0.0669 -0.0719 -0.0770 -0.0821 -0.0874 -0.0983 -0.0909 -0.0946 -0.1454 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427 -0.1031 -0.1080 -0.1132 -0.1185 -0.1238 -0.1292 -0.1346 -0.1400 0.0002
-0.0019 -0.0017 -0.0011 -0.0018 -0.0019 -0.0025 -0.0025 -0.0025 0.0042 0.0038 0.0034 0.0028 0.0022 0.0014 0.0018 0.0031 0.0040 0.0010 0.0026 0.0036 0.0043 0.0025 0.0016 0.0017 0.0019 0.0020 0.0021 0.0022 0.0022 0.0023 0.0002 0.0016 0.0009 0.0007 0.0003 0.0005 0.0006 0.0006 0.0007 0.0007 0.0007 0.0007 0.0007 0.0004 0.0005 0.0006 0.0007 0.0007 0.0007 0.0007 0.0007 0.0001
Helman O. Mozo
Page
Job
463 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
1.1741 1.2068 0.3043 0.3492 2.1454 0.1661 0.4853 0.4853 0.4573 0.4573 0.4843 0.4843 0.4853 0.4573 0.4843 0.0271 0.0272 0.0272 0.0273 0.0273 0.0274 0.0274 0.0274 0.0292
-1.1741 -1.2068 -0.3043 -0.3492 -2.1454 -0.1661 -0.4853 -0.4853 -0.4573 -0.4573 -0.4843 -0.4843 -0.4853 -0.4573 -0.4843 -0.0271 -0.0272 -0.0272 -0.0273 -0.0273 -0.0274 -0.0274 -0.0274 -0.0292
-1.2179 -1.4000 -1.3261 -1.5702 -3.7052 -0.7215 -2.3451 -2.3451 -2.4009 -2.4009 -2.3757 -2.3757 -2.3451 -2.4009 -2.3757 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.0964 -0.1032
-1.1741 1.1741 -1.2068 1.2068 -0.3043 0.3043 -0.3492 0.3492 -2.1454 2.1454 -0.0000 -44.5229 -0.4853 0.4853 0.1548 0.4853 -0.4573 0.4573 0.1586 0.4573 -0.4843 0.4843 0.1568 0.4843 -0.0022 0.4853 -0.0021 0.4573 -0.0022 0.4843 -0.0270 0.0270 -0.0271 0.0271 -0.0271 0.0271 -0.0271 0.0271 -0.0272 0.0272 -0.0272 0.0272 -0.0273 0.0273 -0.0273 0.0273 -0.0290 0.0290
17:07:07 03/17/10
1.2179 1.4000 1.3261 1.5702 3.7052 -9.5656 2.3451 2.3020 2.4009 2.3595 2.3757 2.3326 2.3126 2.3703 2.3433 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032
0.0002 0.0003 0.0016 0.0020 0.0152 0.0000 0.0046 640.0280 0.0061 615.9357 0.0075 641.1392 483.0782 455.2504 482.1374 0.1012 0.1061 0.1112 0.1164 0.1217 0.1271 0.1325 0.1379 0.1433
Moments for Angles Modeled as Beams: Angle Torsion Origin Origin End End X Y Label X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) ------------------------------------------------------------------------D127P 24.29 -9169.11 -203.98 3825.54 69.08 -3114.61 -78.62 D128P 24.29 -3825.54 -69.08 -2153.50 -91.41 -2929.15 -78.62 D129P 24.28 992.50 -18.19 737.21 145.17 862.40 63.31 D130P 24.28 -273.05 -5.12 308.15 -158.38 14.26 -66.42 D131P 24.28 416.61 25.35 -291.45 132.71 38.44 48.54 D132P 24.28 -349.89 9.99 2505.82 -180.71 532.47 -42.16 D133P 24.28 -2505.82 180.71 -3905.25 190.31 -1149.02 66.50 D134P 24.28 542.20 30.42 2413.89 106.16 596.92 27.58 D135P 24.28 542.20 -30.42 -118.77 -32.99 72.93 -10.92 D136P 24.28 118.77 32.99 172.40 26.06 35.11 7.12 D137P 24.28 -172.40 -26.06 -50.30 -19.07 -44.34 -8.98 D138P 24.28 50.30 19.07 -89.24 -97.57 -7.70 -15.52 D139P 24.28 89.24 97.57 129.92 116.00 28.90 28.16 D140P 24.28 -129.92 -116.00 -122.84 -23.10 -46.64 -25.67 D141P 24.28 122.84 23.10 -321.70 -200.32 -41.68 -37.14 D142P 24.28 321.70 200.32 622.53 299.79 109.43 57.96 D143P 4.87 -10178.00 15589.76 -3916.51 6753.70 -8490.67 13459.91 D144P 164.53 -92.30 -360.23 3561.17 -646.10 3278.02 -950.96 D145P 4.87 6338.33 -6628.75 10178.01 -15589.76 9919.72 -13344.45 D146P 4.87 3916.51 -6753.70 -3407.23 4770.81 306.80 -1194.51 D147P 4.88 1874.15 -2844.84 -795.92 507.78 649.54 -1407.87
-0.0004 -0.0006 -0.0020 -0.0024 -0.0149 0.0000 -0.0039 -0.0033 -0.0054 -0.0051 -0.0074 -0.0065 -0.0029 -0.0048 -0.0065 -0.1006 -0.1055 -0.1106 -0.1158 -0.1211 -0.1265 -0.1319 -0.1373 -0.1427
-0.0008 -0.0013 -0.0020 -0.0022 -0.0039 0.0000 -0.0015 -43.0299 -0.0019 -41.4110 -0.0026 -43.1060 -32.4775 -30.6078 -32.4159 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0026 -0.0027 -0.0027 -0.0027
Helman O. Mozo
Page
Job
464 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P
4.88 -24.95 -24.95 14.12 -0.02 -0.01 164.53 24.28 24.28 24.28 24.28 24.28 4.87 4.87 4.88 4.88 4.88 4.88 4.88 4.88 -24.95 -24.95 -24.95 -24.95 -24.95 14.12 14.12 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23
1015.47 -38.83 -105.36 207.74 195.01 11.80 -92.30 -2413.89 291.45 -308.15 -737.21 2153.50 3407.23 21.00 -3349.01 795.92 437.98 -1420.23 190.64 255.23 162.68 -294.67 -40.68 -207.32 318.89 -172.15 125.40 9.19 46.14 10.35 22.41 11.49 -8.65 6.67 94.61 20.17 20.73 8.85 9.57 4.10 -6.14 -8.56 -4.72 -3351.56 -1591.97 310.78 -91.57 -115.98 -138.80 68.89 57.08 57.08
-1346.72 155.03 870.42 244.10 -320.52 -58.44 360.23 -106.16 -132.71 158.38 -145.17 91.41 -4770.81 18.07 4179.34 -507.79 -958.29 1596.58 -8.96 -647.72 -471.64 -19.67 -522.55 -267.68 -25.09 -86.09 -3.41 -229.52 -171.35 -57.13 -84.88 -29.42 58.62 4.45 148.16 36.60 14.71 4.05 17.71 13.34 -9.12 -16.67 0.97 -1100.10 -39.69 -276.03 -1035.76 -343.06 811.42 4637.20 1040.71 -1040.71
-190.64 40.68 2047.02 172.15 -94.61 -4.09 -1208.42 -3905.25 349.89 -416.61 273.05 -992.50 -21.00 3349.01 -1874.15 -437.98 1420.23 -1015.47 -255.23 1254.06 105.36 -162.68 294.67 38.83 207.32 -125.40 364.53 -20.16 -20.73 -8.85 -9.56 6.14 8.56 4.72 -9.19 -46.14 -10.35 -22.40 -11.79 -11.49 8.65 -6.67 0.00 1591.97 -661.95 -135.11 30.00 -190.61 -68.89 51.17 -37.61 152.85
8.96 522.56 2989.24 86.09 -148.16 -13.34 540.62 -190.31 -9.99 -25.35 5.12 18.19 -18.07 -4179.34 2844.84 958.29 -1596.58 1346.72 647.72 -454.91 -870.42 471.64 19.68 -155.03 267.68 3.41 -87.62 -36.61 -14.71 -4.05 -17.71 9.11 16.67 -0.97 229.51 171.35 57.12 84.87 58.43 29.41 -58.63 -4.46 -0.00 39.69 -1763.36 -691.27 -1149.53 715.20 -4637.20 7509.18 4690.91 204.03
17:07:07 03/17/10
496.88 1.31 1366.68 377.56 181.08 13.90 -614.58 -884.10 189.50 -264.46 -220.12 670.68 2039.90 2030.13 -3146.48 215.63 1119.41 -1467.29 -38.91 909.21 188.67 -321.91 178.78 -118.59 370.39 -295.73 486.92 -19.78 45.84 2.71 23.17 31.80 -0.15 20.55 154.07 -46.84 18.73 -24.43 -4.02 -13.33 4.53 -27.46 -8.50 -1025.61 -1104.20 87.58 -25.01 -94.15 -51.29 21.52 3.93 36.16
-805.88 476.94 2716.71 328.16 -845.32 -129.46 425.65 -41.48 -42.16 48.54 -66.42 63.31 -2884.87 -2506.79 4231.43 271.39 -1539.08 1773.07 384.80 -664.24 -944.64 318.13 -353.96 -297.53 170.76 -82.18 -90.47 -479.98 -335.59 -110.34 -185.03 -36.63 135.79 6.28 681.16 375.06 129.56 160.38 137.33 77.11 -122.18 -38.11 1.73 -618.08 -883.32 -482.27 -887.67 114.28 -944.88 2176.92 1157.38 -144.10
Helman O. Mozo
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Job
465 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P
-1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -1.23 -105.35 -265.96 -105.35 -105.35 -105.35 -105.36 3.07 3.08 -7.62 0.02 0.01 -265.95 -1.23 -1.23 -1.23 -1.23 -1.23 -105.35 -105.35 -105.35 -105.35 -105.36 -105.36 -105.36 -105.36 3.08 3.08 3.08 3.07 3.07 -7.63 -7.63 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01
-152.85 130.40 27.37 -127.21 126.27 19.16 -40.60 10404.60 -137.03 -3144.22 -3710.16 -1689.57 -835.46 -172.80 -661.33 66.51 -3.90 -19.52 -137.03 37.61 190.61 -30.00 135.11 661.95 -2669.71 309.10 3869.24 -315.06 -331.31 1788.84 410.31 -574.81 294.93 -373.52 40.53 109.42 -94.33 -44.86 31.40 -49.39 -45.95 -71.44 -27.42 -16.78 -47.72 -7.66 147.27 119.16 103.42 77.52 47.01 31.24
-204.03 -130.40 317.97 -27.37 -12.34 127.21 -422.32 -126.27 556.30 -19.16 -184.95 40.60 -1087.90 23.04 977.28 3710.16 -956.13 584.34 -1595.60 -10404.60 -31.72 2669.71 439.77 315.06 284.69 -410.31 207.99 -40.53 -170.85 259.02 -66.54 44.86 -71.78 -147.27 -22.96 -31.24 956.12 -304.19 -4690.91 51.17 -715.20 138.80 1149.53 115.98 691.27 91.57 1763.36 -310.78 -2957.37 -309.10 1097.62 -3869.24 -843.01 1689.57 -1472.33 331.31 709.02 -1788.84 -940.13 835.46 -744.72 574.81 454.90 -627.29 -346.99 661.33 11.38 -294.92 -562.67 373.52 -261.79 172.80 -0.28 -109.41 22.43 -31.40 -284.42 53.52 -105.36 -119.16 -74.25 -103.41 -26.34 -77.51 -42.07 -47.01 -19.00 -29.96 21.20 -18.99 -7.29 -2.29 -81.08 49.39 -82.30 45.95 -42.78 71.45 -26.68 27.42 -24.98 19.52 -13.43 16.78
-317.97 12.34 422.32 -556.30 184.95 1087.90 -1647.09 31.72 912.68 -977.29 2957.37 1472.32 744.72 562.68 1085.39 -22.43 81.08 13.43 -529.33 -7509.18 -811.42 343.06 1035.76 276.03 -1097.63 843.01 -439.78 -709.03 940.13 -284.70 -454.90 197.11 170.86 346.99 -11.38 -207.99 261.79 284.41 47.39 82.30 42.78 26.68 24.98 -8.66 -14.53 -4.41 105.35 74.25 26.34 42.07 22.95 19.00
17:07:07 03/17/10
-34.16 20.51 30.56 -33.42 19.76 12.52 -2.03 8502.87 422.70 -8137.43 -626.77 -828.02 -750.46 -150.15 -283.18 110.68 -272.65 -91.54 -208.47 12.42 97.33 31.37 107.50 202.86 -1794.46 -2144.66 3348.68 9.79 -1277.20 1580.91 593.45 -724.16 673.08 -470.50 291.44 198.64 -143.41 -75.79 84.39 -303.99 -269.38 -268.66 -134.24 -84.29 -120.33 -17.94 354.70 297.80 315.39 189.27 120.01 86.61
-62.95 65.76 81.06 -129.04 136.78 189.24 -316.96 607.84 -41.06 -1545.28 1762.44 1151.87 620.13 542.45 643.72 -88.42 16.76 -17.19 201.66 -1706.90 -451.07 544.63 819.01 1178.11 -2442.77 1169.06 -772.76 -1314.07 993.47 -737.85 -722.66 392.77 -123.97 252.25 -404.06 -330.66 184.07 304.96 -235.58 -41.59 -56.76 0.61 -30.84 -49.90 12.02 -21.10 43.78 -14.53 -29.66 27.75 -3.65 10.04
Helman O. Mozo
Page
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466 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D369P D370P D371P D489P D490P D491P D492P D493P D494P D495P D496P D497P D498P D499P D500P D501P D502P D503P D504P D505P D506P D507P D508P D509P D510P D511P D512P D513P D514P D515P D516P D517P D518P D519P D520P D521P D522P D523P D524P D525P D526P D527P D528P D529P D530P D531P D532P D533P D534P D535P D536P D537P
0.00 0.00 0.00 89.28 89.28 89.28 89.29 89.29 89.29 89.30 89.30 89.30 89.31 89.31 -93.40 -207.11 -319.22 -341.92 -539.21 86.89 -88.61 86.89 86.89 86.89 86.88 29.42 29.42 -9.86 0.02 0.01 -88.61 89.30 89.29 89.29 89.28 89.28 86.89 86.89 86.89 86.88 86.88 86.88 86.88 86.88 29.42 29.42 29.42 29.42 29.42 -9.86 -9.86 0.01
29.96 19.00 2.30 2837.94 895.05 -1139.30 -803.80 -527.00 45.31 2663.02 -450.85 -450.85 -318.87 343.19 37.05 -460.99 515.58 -139.93 -723.77 875.23 7.81 2027.44 446.76 545.58 403.65 10.33 -46.18 -176.86 177.58 11.82 7.81 2506.16 24.00 527.37 1918.07 -717.15 -1264.23 1146.43 80.59 -573.37 673.73 -166.85 -23.57 247.33 85.56 -220.17 -107.17 -208.89 297.75 144.61 -86.93 13.66
8.66 14.53 4.41 -20.93 42.53 -13.09 -5.35 37.61 9.80 180.42 31.70 -31.70 48.35 -38.67 19.35 -91.63 81.97 -41.14 -194.43 -1826.47 335.33 -1986.02 -697.22 -958.04 -646.33 74.34 547.62 -245.78 -265.31 -37.10 -335.33 -104.55 -132.82 181.04 -165.01 118.03 1797.27 -1834.76 -68.72 715.60 -1101.31 276.16 75.87 -502.47 -337.55 -118.71 -430.41 -194.00 -47.62 88.40 -3.00 -187.93
47.73 7.66 0.00 -895.05 717.15 -1918.07 -527.37 -24.00 -2663.02 3993.20 -2506.16 318.87 -343.19 -37.05 460.99 -515.58 139.93 723.77 -1038.01 -446.76 -3279.69 -875.22 1264.23 573.38 23.57 107.17 2027.04 -144.60 -88.13 -4.09 830.54 3993.20 -45.31 527.01 803.80 1139.30 -1146.43 -80.59 -545.58 -673.73 166.85 -403.65 -247.33 1017.09 46.18 -85.55 220.17 -10.32 208.89 86.94 -313.16 -21.83
-21.20 140.13 7.28 48.08 -0.00 4.15 -42.53 1132.46 -118.03 789.82 165.01 -1524.34 -181.04 -540.72 132.82 -169.21 -180.42 -646.52 187.18 1192.95 104.55 -597.11 -48.35 -22.73 38.67 -79.84 -36.72 60.95 80.82 98.47 -92.63 -128.77 38.98 120.96 175.68 122.36 -279.24 -204.18 697.22 258.11 404.48 -3091.87 1826.47 692.02 -1797.27 1030.72 -715.60 674.07 -75.87 257.36 430.42 82.70 2611.15 1394.27 -88.40 -319.49 -88.56 161.34 6.71 13.94 -607.60 396.11 -187.18 909.32 -9.80 -6.30 -37.61 384.73 5.35 1290.79 13.09 243.87 1834.76 -1452.20 68.71 642.07 958.04 -280.11 1101.31 -751.27 -276.16 506.38 646.33 -343.67 502.47 -163.19 -157.47 761.70 -547.61 92.73 337.55 -215.19 118.72 79.54 -74.33 -154.30 194.01 356.61 3.00 230.12 61.24 -397.64 2.28 -14.73
17:07:07 03/17/10
-22.63 39.33 7.94 -36.99 -36.99 75.74 -75.71 52.34 -42.14 65.88 27.51 -13.79 10.49 -15.01 19.81 -24.30 22.32 28.20 -54.90 -680.28 699.11 -95.82 -1502.70 -1008.22 -435.06 355.28 2223.37 -332.13 -638.23 -54.82 -445.52 -40.81 -42.14 52.34 -75.71 75.74 2187.97 -1063.89 535.74 1094.52 -829.80 555.72 348.40 -397.55 -623.04 154.03 -219.39 -188.87 103.04 90.85 57.88 -334.85
Helman O. Mozo
Page
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467 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D538P D539P D540P D541P D542P D543P D544P D545P D546P D547P D548P D549P D550P D551P D552P D670P D671P D672P D673P D674P D675P D676P D677P D678P D679P D680P D681P D682P D683P D684P D685P D686P D687P D688P D689P D690P D691P D692P D693P D694P D695P D696P D697P D698P D699P D700P D701P D702P D703P D704P D705P D706P
0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 172.76 172.76 172.77 172.77 172.77 172.78 172.78 172.79 172.79 172.79 172.80 -184.45 -363.14 -539.32 -562.02 -562.02 233.33 355.02 233.33 233.32 233.32 233.32 5.20 5.20 12.00 -0.01 -0.01 355.01 172.78 172.78 172.77 172.77 172.76 233.32 233.32 233.32 233.32
45.00 -133.14 10.63 -26.08 22.36 -60.98 11.46 -10.64 -8.64 70.24 6.69 8.87 88.13 88.55 21.83 -2.28 20.31 -22.30 8.97 -21.07 9.55 -4.92 4.09 -6.71 -6.15 -26.66 -8.55 -22.36 -4.71 -2.04 -2894.63 648.08 -1406.63 -205.22 262.04 350.52 -71.26 1149.45 -111.26 -137.52 -180.39 1935.04 83.06 -5892.60 56.28 -997.47 56.28 997.47 -146.46 290.31 132.31 -423.78 40.45 -16.23 -247.51 578.45 238.65 -655.97 -17.72 204.41 -213.81 1022.34 -663.19 -16416.87 57.32 1007.89 1602.18 2491.45 -245.20 6034.39 -360.05 2327.71 -213.01 975.13 -113.97 277.38 -423.67 -82.02 -41.04 41.74 37.64 -69.10 -5.47 -22.96 57.32 -1007.89 34.45 4580.91 224.13 -408.59 -49.52 -1088.78 189.54 -532.23 524.17 -1761.85 2006.72 3607.88 -814.16 -755.17 439.01 -5088.18 1056.75 -249.56
-20.30 -8.97 -9.55 6.15 8.55 4.71 -13.66 -45.00 -10.63 -22.35 -11.81 -11.46 8.65 -6.68 0.00 1406.63 -524.17 -189.54 49.52 -224.13 -83.06 48.58 -34.45 146.46 -132.31 -40.45 247.51 -238.65 17.72 213.81 -246.01 245.20 -274.56 663.20 -2006.72 -1056.75 -652.36 27.29 680.85 -19.87 -109.68 -18.03 -69.12 48.58 180.39 111.26 71.26 -262.04 814.16 -439.01 360.06 569.09
22.30 44.55 -199.91 21.07 3.01 -9.04 4.91 23.11 -101.13 26.66 31.78 28.88 22.36 -0.16 167.00 2.03 20.56 19.67 187.93 134.32 498.66 133.13 -41.79 236.01 26.08 17.45 6.81 60.98 -24.14 71.97 37.10 -4.08 58.05 10.64 -13.29 7.08 -70.24 4.51 -174.78 -8.88 -27.47 -56.35 -0.00 -8.48 -3.68 205.22 -867.31 497.36 1761.85 -945.90 762.60 532.23 36.15 440.12 1088.78 -8.83 909.17 408.59 -103.00 83.24 5892.60 -65.07 1933.25 -7525.05 23.59 -2404.76 -4580.91 4.41 -1126.44 -290.31 34.92 121.80 423.78 -33.62 86.12 -17.74 18.29 -87.91 -595.44 56.93 -120.94 639.22 -64.10 160.56 -206.57 47.31 -159.16 -1022.34 41.10 -171.42 1605.14 -53.29 304.50 -6034.39 -251.80 -13524.85 -1185.41 -205.28 -167.75 16416.86 1360.58 11356.35 -3607.89 -1356.58 1461.75 249.56 -853.50 1552.57 686.89 -521.31 1001.22 657.33 -61.01 657.92 1069.13 181.02 694.80 16.28 -60.54 57.66 80.14 -129.93 19.91 13.39 -42.38 -17.26 378.93 -5.58 -297.18 7525.05 11.62 1693.73 -1935.04 119.53 -692.48 137.52 22.53 -347.11 -1149.45 123.68 -797.50 -350.52 151.42 -1220.27 755.17 1699.33 2628.35 5088.18 -754.92 2610.24 -2327.71 481.37 -4467.41 -569.25 979.42 -493.26
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
468 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
233.32 233.32 233.32 233.32 5.20 5.20 5.20 5.20 5.20 12.00 12.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00
-569.09 528.88 652.37 -608.59 186.15 -295.70 -27.29 57.73 -59.51 19.87 1.86 -21.44 -20.74 -51.01 -11.61 -4.47 -40.07 -4.71 109.68 93.15 79.45 60.57 32.11 18.03 18.81 14.85 0.43
569.24 -2253.44 -686.90 645.48 -457.73 115.72 -657.33 -255.60 -1.46 -16.28 277.79 -106.17 -74.01 -26.38 -42.14 -18.93 21.19 -7.34 -80.14 -82.59 -42.68 -26.74 -25.01 -13.40 8.69 14.50 4.38
-528.88 213.01 608.59 -279.13 423.68 -186.14 295.71 113.97 -57.72 -1.86 -22.24 -93.15 -79.45 -60.56 -32.11 -18.81 -14.85 -0.43 21.44 20.75 51.02 11.62 5.47 4.47 40.08 4.71 0.00
2253.44 -975.13 -645.48 376.89 82.02 457.73 -115.72 -277.38 255.61 -277.78 -74.51 82.58 42.68 26.73 25.01 -8.70 -14.50 -4.39 106.16 74.00 26.38 42.13 22.96 18.92 -21.20 7.33 -0.00
17:07:07 03/17/10
-661.43 446.93 759.61 -534.77 429.24 -339.16 188.93 120.85 -82.51 17.90 -20.26 -206.66 -180.70 -201.24 -78.86 -41.98 -99.05 -9.27 236.50 205.43 235.31 130.19 67.79 40.60 106.22 35.29 0.79
1700.41 -1944.93 -802.64 615.88 -264.45 403.64 -544.13 -375.15 178.88 -292.25 202.03 -42.54 -56.51 0.63 -30.89 -49.82 12.07 -21.15 46.93 -15.48 -29.41 27.77 -3.71 9.97 -22.56 39.37 7.90
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D91Z141P 140.86 0.00 4.00 0.0 0.00 4.00 0.0 0.21 4.23 4.9 4.9 D272Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D305Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D108Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.8 4.8 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.20 4.23 4.7 4.7 D271Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D304Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D106Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.6 4.6 D279Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D204Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5
Helman O. Mozo
Page
Job
469 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D105Z139P D129Z139P D270Z138P D195Z138P D303Z138P D104Z138P D278Z138P D203Z138P D103Z138P D128Z138P D269Z137P D194Z137P D302Z137P D102Z137P D277Z136P D202Z136P D101Z136P D127Z136P D268Z136P D193Z136P D301Z136P D100Z136P D276Z135P D201Z135P D99Z135P D126Z135P D267Z135P D192Z135P D300Z135P D98Z135P D275Z134P D200Z134P D97Z134P D125Z134P D266Z134P D191Z134P D299Z134P D96Z134P D274Z133P D199Z133P D95Z133P D124Z133P D265Z133P D190Z133P D298Z133P D94Z133P D273Z132P D198Z132P D93Z132P D123Z132P D264Z131P D189Z131P
138.65 138.65 138.10 138.10 138.10 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.99 136.98 136.44 136.43 136.43 136.43 135.88 135.88 135.88 135.87 135.33 135.32 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.21 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.11 133.10 132.55 132.55 132.55 132.55 132.00 132.00 132.00 131.99 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.19 0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.5 4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4
4.5 4.5 4.4 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4
Helman O. Mozo
Page
Job
470 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D297Z131P D92Z131P D260Z131P D185Z131P D84Z131P D85Z131P D262Z130P D87Z130P D187Z130P D88Z130P D261Z129P D89Z129P D186Z129P D86Z129P D259Z128P D184Z128P D83Z128P D82Z128P D258Z126P D80Z126P D183Z126P D81Z126P D257Z125P D182Z125P D78Z125P D79Z125P D256Z124P D76Z124P D181Z124P D77Z124P D255Z122P D180Z122P D74Z122P D75Z122P D254Z121P D72Z121P D179Z121P D73Z121P D253Z119P D178Z119P D70Z119P D71Z119P D252Z118P D67Z118P D177Z118P D68Z118P D251Z117P D69Z117P D176Z117P D66Z117P D250Z115P D58Z115P
131.44 131.44 130.89 130.89 130.89 130.88 129.90 129.89 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.91 127.90 126.49 126.49 126.49 126.48 125.07 125.07 125.07 125.06 123.65 123.65 123.65 123.64 122.23 122.22 122.22 122.22 120.81 120.80 120.80 120.80 119.39 119.38 119.38 119.38 117.97 117.96 117.96 117.96 116.95 116.95 116.95 116.94 114.92 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5
3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 2.2 2.2 2.2 2.3 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.5 1.5
Helman O. Mozo
Page
Job
471 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D175Z115P D65Z115P D238Z113P D40Z113P D163Z113P D41Z113P D246Z112P D64Z112P D171Z112P D57Z112P D239Z110P D42Z110P D164Z110P D43Z110P D249Z108P D56Z108P D174Z108P D63Z108P D240Z107P D44Z107P D165Z107P D45Z107P D245Z105P D62Z105P D170Z105P D55Z105P D241Z103P D46Z103P D166Z103P D47Z103P D248Z102P D54Z102P D173Z102P D61Z102P D242Z100P D48Z100P D167Z100P D49Z100P D244Z98P D60Z98P D169Z98P D53Z98P D243Z97P D50Z97P D168Z97P D51Z97P D247Z95P D52Z95P D172Z95P D59Z95P D213Z93P D27Z93P
114.92 114.91 113.26 113.26 113.26 113.25 111.60 111.60 111.60 111.59 109.94 109.94 109.94 109.93 108.28 108.28 108.28 108.27 106.62 106.62 106.62 106.61 104.96 104.96 104.96 104.95 103.30 103.30 103.30 103.29 101.64 101.64 101.64 101.63 99.98 99.98 99.98 99.97 98.32 98.32 98.32 98.31 96.66 96.66 96.66 96.65 95.00 95.00 95.00 95.00 93.34 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.5 1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0
1.5 1.5 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.9 1.0 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.0 0.0
Helman O. Mozo
Page
Job
472 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D138Z93P D1Z93P D281Z92P D109Z92P D206Z92P D131Z92P D225Z90P D150Z90P D26Z90P D25Z90P D282Z88P D207Z88P D111Z88P D132Z88P D224Z86P D149Z86P D23Z86P D24Z86P D283Z84P D208Z84P D113Z84P D133Z84P D223Z81P D148Z81P D22Z81P D21Z81P D284Z79P D209Z79P D115Z79P D134Z79P D161Z45P D13Z45P D19Z75P D147Z75P D20Z75P D222Z75P D144Z50P D14Z50P D135Z72P D210Z72P D117Z72P D285Z72P D16Z68P D145Z68P D17Z68P D220Z68P D136Z62P D211Z62P D119Z62P D286Z62P D155Z26P D6Z26P
93.33 93.33 91.63 91.62 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 76.99 76.99 75.35 75.35 75.35 75.35 72.08 72.08 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 62.40 62.40 62.40 62.40 56.89 56.89
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 482.14 482.14 0.00 0.00 0.00 0.00 323.13 323.13 0.00 0.00 0.01 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 455.25 455.25
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 11408.5 11408.5 0.1 0.1 0.1 0.1 7646.1 7646.1 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.1 0.5 0.5 0.5 0.5 10772.3 10772.3
0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 11408.5 11408.5 0.1 0.1 0.1 0.1 7646.1 7646.1 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.1 0.5 0.5 0.5 0.5 10772.3 10772.3
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
473 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D18Z55P D146Z55P D15Z55P D221Z55P D7Z31P D142Z31P D39Z50P D162Z50P D28Z50P D237Z50P D37Z45P D38Z45P D143Z45P D160Z45P D12Z45P D235Z45P D236Z45P D292Z45P D151Z9P D3Z9P D36Z36P D159Z36P D11Z36P D234Z36P D140Z13P D4Z13P D35Z31P D158Z31P D10Z31P D233Z31P D32Z26P D33Z26P D141Z26P D156Z26P D8Z26P D231Z26P D290Z26P D230Z26P D154Z19P D31Z19P D5Z19P D229Z19P D34Z13P D157Z13P D9Z13P D232Z13P D218Z45P D296Z45P D30Z9P D139Z9P D121Z9P D152Z9P
55.28 55.28 55.28 55.28 51.12 51.12 50.35 50.35 50.35 50.35 44.57 44.57 44.57 44.57 44.57 44.57 44.57 44.57 41.07 41.07 36.32 36.32 36.32 36.32 35.27 35.27 31.32 31.32 31.32 31.32 26.28 26.28 26.28 26.28 26.28 26.28 26.28 26.28 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 12.16 12.16 8.59 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 294.56 294.56 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 483.08 483.08 0.01 0.01 0.01 0.01 326.13 326.13 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 482.14 482.14 0.01 0.00 0.00 0.01
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.2 0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.3 0.3 0.3 0.2 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 11408.5 11408.6 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.2 6970.1 6970.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.3 0.3 0.3 0.2 11430.8 11430.8 0.2 0.2 0.2 0.2 7717.0 7717.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 11408.5 11408.6 0.1 0.1 0.1 0.1
NG NG
NG NG
NG NG
NG NG
Helman O. Mozo
Page
Job
474 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D227Z9P D288Z9P D226Z9P D219Z50P D293Z50P D216Z26P D295Z26P D217Z31P D291Z31P D214Z9P D294Z9P D289Z13P D215Z13P
8.59 8.59 8.59 8.59 7.25 7.25 -4.32 -4.32 -10.09 -10.09 -23.89 -23.89 -29.69 -29.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 641.14 641.14 455.25 455.25 615.94 615.94 483.08 483.08 640.03 640.03
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
0.1 0.2 0.1 0.2 15170.9 15170.9 10772.3 10772.4 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
0.1 0.2 0.1 0.2 15170.9 15170.9 10772.3 10772.4 14574.6 14574.6 11430.8 11430.8 15144.6 15144.6
*** Analysis Results for Load Case No. 18 "SERVICIO 1-4"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-4": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 0.0001062 0.0001033 -0.0003658 -0.0041 0.0007 -0.0217 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0004135 330.9 -22.25 0.0000 0.0000 0.0000 -3.522 323.9 -13.66 D4Z13P 1.374e-005 818.8 -55.05 0.0000 0.0000 0.0000 1.374e-005 812.1 -41.71 D5Z19P -0.0002022 0.005473 -0.000965 -0.0433 -0.0321 -0.4986 -6.341 -6.335 18.73 D6Z26P 0.0003751 308.7 -20.76 0.0000 0.0000 0.0000 -2.532 302.9 5.529 D7Z31P 4.159e-005 778.1 -52.31 0.0000 0.0000 0.0000 4.159e-005 772.6 -20.99 D8Z26P 0.0003767 0.008534 -0.00151 -0.0554 -0.0413 -0.6304 -5.832 -5.824 26.28 D9Z13P 0.0001389 0.005987 -0.0008903 -0.0146 -0.0296 -0.3599 -6.703 -6.697 13.34 D10Z31P 7.405e-005 0.008375 -0.001658 -0.0366 -0.0498 -0.6766 -5.494 -5.486 31.32 D11Z36P -0.0001057 0.008208 -0.001758 -0.0532 -0.0404 -0.6355 -5.158 -5.15 36.32 D12Z45P 0.0005851 0.01125 -0.002272 -0.0521 -0.0381 -0.5686 -4.603 -4.592 44.57 D13Z45P 0.0005845 324.9 -21.84 0.0000 0.0000 0.0000 -2.383 320.3 22.73 D14Z50P 8.602e-005 808.8 -54.38 0.0000 0.0000 0.0000 8.602e-005 804.6 -4.021 D15Z55P -8.108e-005 0.009886 -0.002414 -0.1060 -0.0305 -0.4784 -3.883 -3.873 55.28 D16Z68P 0.0003917 0.0057 -0.002359 0.1313 -0.0020 -0.0066 3.032 -3.026 67.95 D17Z68P -8.421e-005 0.007666 -0.002495 0.0559 -0.0097 -0.3877 -3.031 -3.024 67.95 D18Z55P 0.0002901 0.008054 -0.002309 -0.0758 -0.0031 -0.0175 3.883 -3.875 55.28 D19Z75P -1.022e-005 0.002357 -0.002114 0.0000 -0.0032 -0.0170 2.534 -2.531 75.35 D20Z75P 0.0003569 0.004697 -0.002304 0.0291 -0.0348 -0.3241 -2.533 -2.529 75.35 D21Z81P -9.392e-005 0.0006055 -0.001769 0.0264 0.0042 -0.0171 2.132 -2.132 81.32 D22Z81P 0.0003743 0.001895 -0.001912 -0.0085 -0.0185 -0.2741 -2.132 -2.131 81.32 D23Z86P 0.0001034 0.0006436 -0.001509 -0.0005 -0.0111 -0.2382 -1.826 -1.826 85.87 D24Z86P 8.149e-005 -0.0005791 -0.001357 0.0057 -0.0089 -0.0187 1.827 -1.827 85.87 D25Z90P -0.0005684 -0.0003299 -0.0009887 -0.0051 0.0011 -0.0209 1.576 -1.577 89.59 D26Z90P 0.0006357 0.0001946 -0.001087 -0.0061 -0.0217 -0.2069 -1.576 -1.576 89.59
NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
475 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P
-0.0001124 0.0001096 0 -0.0003829 0.0002402 -0.0002765 -0.0002789 -0.0001029 6.974e-006 0.0001908 -0.0004466 -0.000446 6.292e-005 1.637e-005 -3.168e-005 -4.449e-005 -9.456e-005 -6.062e-005 -9.291e-005 -6.818e-005 -0.0001013 -2.069e-005 -0.0001349 -1.297e-005 -8.238e-005 -6.774e-005 -0.0003931 2.982e-005 -0.0002309 4.754e-005 -0.0001094 0.0001072 2.539e-006 0.0002601 -0.0001954 6.513e-005 -0.0001912 1.097e-005 -0.0001791 -9.524e-005 -0.000112 2.335e-005 2.153e-005 -0.0001318 -0.0001201 -1.565e-005 -4.663e-005 1.916e-005 2.155e-006 0.0001024 8.883e-005 0.0001428
0.0001327 -0.000416 -0.0083 -0.0064 -0.1773 0.01044 -0.002358 -0.0016 -0.0407 -0.5248 0 0 0.0000 0.0000 0.0000 330.9 -22.25 0.0000 0.0000 0.0000 0.004194 -0.0008899 -0.0058 -0.0011 -0.0046 308.7 -20.76 0.0000 0.0000 0.0000 0.00641 -0.001348 -0.0093 -0.0013 -0.0065 0.004749 -0.0008063 0.0092 0.0051 -0.0028 0.006276 -0.001491 0.0071 0.0041 -0.0070 0.006211 -0.001615 -0.0103 -0.0028 -0.0088 0.009286 -0.002143 -0.0136 -0.0005 -0.0111 324.9 -21.84 0.0000 0.0000 0.0000 0.008533 -0.002241 0.0342 0.0053 -0.0096 0.05237 0.001844 -0.1920 0.0027 -0.0744 0.05258 0.001827 -0.1931 -0.0010 0.0025 0.04132 0.001629 -0.1905 -0.0015 -0.0916 0.04151 0.001616 -0.1901 0.0020 -0.0016 0.03107 0.001357 -0.1579 -0.0007 -0.1087 0.03129 0.001352 -0.1578 0.0012 -0.0056 0.02161 0.001029 -0.1779 0.0009 -0.1259 0.02181 0.001033 -0.1785 -0.0009 -0.0096 0.01316 0.0006272 -0.0975 -0.0057 -0.1430 0.01332 0.0006434 -0.0980 0.0052 -0.0136 0.005934 0.000159 -0.1807 0.0081 -0.1602 0.006046 0.0001907 -0.1828 -0.0094 -0.0176 0.001155 -8.304e-005 -0.1029 0.0021 -0.1687 0.01043 0.0004252 -0.1184 -0.0003 -0.0156 0.01662 0.0008535 -0.1498 -0.0001 -0.1344 0.02672 0.001204 -0.1613 0.0002 -0.0076 0.03588 0.001511 -0.1780 0.0009 -0.1001 0.04699 0.001733 -0.1906 0.0014 0.0005 0.05793 0.00194 -0.1943 -0.0023 -0.0658 0.00118 -4.263e-005 -0.1070 -0.0027 -0.0197 0.01028 0.0004021 -0.1175 -0.0008 -0.1516 0.01681 0.0008628 -0.1505 -0.0002 -0.0116 0.0265 0.001205 -0.1612 0.0002 -0.1173 0.03609 0.001501 -0.1777 -0.0008 -0.0036 0.0468 0.001748 -0.1905 0.0013 -0.0830 0.05809 0.001923 -0.1861 -0.0047 0.0045 0.06459 0.0007184 -0.1873 0.0116 0.0051 0.06771 0.0001632 -0.2142 -0.0107 -0.0618 0.06806 0.0001019 -0.2098 -0.0008 0.0052 0.06435 0.0007543 -0.1948 -0.0254 -0.0622 0.07361 0.0002677 -0.2502 0.0048 -0.0609 0.07386 0.0001956 -0.2457 -0.0028 0.0056 0.07983 0.0003448 -0.2508 0.0028 -0.0601 0.07998 0.0002895 -0.2486 0.0037 0.0061 0.08608 0.0004249 -0.2556 0.0022 -0.0593 0.0862 0.0003577 -0.2528 0.0025 0.0066 0.09253 0.0004815 -0.2643 0.0027 -0.0584 0.09255 0.000427 -0.2616 0.0028 0.0070 0.09915 0.0005394 -0.2686 0.0020 -0.0576
17:07:07 03/17/10
-1.325 -4.214 7.6 3.522 6.341 2.533 5.833 6.703 5.494 5.158 4.603 2.383 4.215 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 0.9016 -0.6901 0.69 -0.9016 -0.6901 0.6899 -0.69 0.69 -0.69 0.69 -0.6899 0.6901 -0.6899
-1.325 93.33 -4.204 50.35 -7.6 0 323.9 -13.66 -6.336 18.73 302.9 5.529 -5.826 26.28 -6.698 13.34 -5.488 31.32 -5.152 36.32 -4.594 44.57 320.3 22.73 -4.206 50.35 -1.273 113.3 -1.272 113.3 -1.284 109.9 -1.283 109.9 -1.294 106.6 -1.294 106.6 -1.303 103.3 -1.303 103.3 -1.312 99.98 -1.312 99.98 -1.319 96.66 -1.319 96.66 -1.324 95 -1.315 98.32 -1.308 101.6 -1.298 105 -1.289 108.3 -1.278 111.6 -1.267 114.9 -1.324 95 -1.315 98.32 -1.308 101.6 -1.298 105 -1.289 108.3 -1.278 111.6 -1.267 114.9 -0.8371 117 -0.6223 118 -0.6219 118 -0.8373 117 -0.6164 119.4 -0.6161 119.4 -0.6102 120.8 -0.61 120.8 -0.6039 122.2 -0.6038 122.2 -0.5975 123.6 -0.5974 123.6 -0.5908 125.1
Helman O. Mozo
Page
Job
476 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D79Z125P 0.0001353 0.09913 D80Z126P 0.0002245 0.1058 D81Z126P 0.0002151 0.1057 D82Z128P 0.0002468 0.1124 D83Z128P 0.0003203 0.1125 D84Z131P 0.0004402 0.1269 D85Z131P 0.0004581 0.1266 D86Z129P 0.0003171 0.1169 D87Z130P 0.000479 0.1219 D88Z130P 0.000314 0.1216 D89Z129P 0.0003663 0.1172 D90Z141P 0.0003712 0.1882 D91Z141P 0.0003716 0.1883 D92Z131P 0.0004056 0.1296 D93Z132P 0.0004302 0.1331 D94Z133P 0.0004025 0.136 D95Z133P 0.0004231 0.1396 D96Z134P 0.0004026 0.1427 D97Z134P 0.0004151 0.1463 D98Z135P 0.0003996 0.1495 D99Z135P 0.0004075 0.1531 D100Z136P 0.0003962 0.1564 D101Z136P 0.0004001 0.1601 D102Z137P 0.0003926 0.1635 D103Z138P 0.0003927 0.1671 D104Z138P 0.0003888 0.1706 D105Z139P 0.0003854 0.1742 D106Z139P 0.0003823 0.1777 D107Z140P 0.0003782 0.1812 D108Z140P 0.0003753 0.1848 D109Z92P 0.000118 0.0001582 D111Z88P 0.0005513 0.0004853 D113Z84P 0.0002641 0.001534 D115Z79P 0.0002928 0.002822 D117Z72P 0.00124 0.007385 D119Z62P 7.928e-005 0.02177 D121Z9P -0.0003874 0.004518 D122Z9P 0.0004187 0.005601 D123Z132P 0.0004182 0.1328 D124Z133P 0.0004153 0.1393 D125Z134P 0.0004098 0.1461 D126Z135P 0.0004039 0.153 D127Z136P 0.000398 0.16 D128Z138P 0.0003921 0.167 D129Z139P 0.0003856 0.1742 D130Z140P 0.0003787 0.1812 D131Z92P -0.0001988 -6.171e-005 D132Z88P -0.0003695 -0.0005058 D133Z84P 0.000108 -0.0001801 D134Z79P -0.0002359 0.001904 D135Z72P 1.809e-006 0.00225 D136Z62P -7.213e-005 0.0208
0.0004744 0.00058 0.0005243 0.000559 0.0006222 -0.0007567 -0.0007517 0.0001415 -0.0002877 -0.0003013 0.0001726 -0.0004354 -0.000431 -0.0006992 -0.0006525 -0.0006071 -0.0005729 -0.0005398 -0.0005176 -0.0004926 -0.0004781 -0.0004599 -0.0004519 -0.0004399 -0.0004379 -0.0004317 -0.0004352 -0.0004307 -0.0004352 -0.0004309 -0.0007156 -0.0013 -0.00172 -0.002064 -0.002557 -0.003364 -0.0006453 -0.0007191 -0.0006467 -0.0005672 -0.0005122 -0.0004729 -0.0004467 -0.0004329 -0.0004305 -0.0004307 -0.0006529 -0.001163 -0.001531 -0.001974 -0.00213 -0.003321
-0.2656 -0.2700 -0.2678 -0.2692 -0.2720 -0.3067 -0.3022 -0.2620 -0.2851 -0.2769 -0.2761 -0.3619 -0.3643 -0.3218 -0.3266 -0.3373 -0.3415 -0.3506 -0.3508 -0.3556 -0.3567 -0.3621 -0.3615 -0.3660 -0.3643 -0.3681 -0.3639 -0.3646 -0.3622 -0.3647 -0.0131 -0.0090 0.0022 0.0044 -0.0158 0.0237 -0.0217 -0.0432 -0.3316 -0.3444 -0.3536 -0.3588 -0.3643 -0.3676 -0.3665 -0.3644 -0.0042 -0.0035 0.0161 0.0224 0.0037 0.0445
17:07:07 03/17/10
0.0025 0.0041 0.0025 0.0009 0.0028 -0.0040 -0.0032 0.0029 -0.0055 0.0079 -0.0029 -0.0004 -0.0004 -0.0024 0.0005 -0.0003 -0.0006 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0004 -0.0296 -0.0035 -0.0241 -0.0166 -0.0231 -0.0343 -0.0002 -0.0153 0.0004 0.0002 -0.0000 -0.0001 -0.0001 -0.0001 -0.0003 -0.0004 0.0137 -0.0138 0.0027 -0.0022 -0.0041 0.0021
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Helman O. Mozo
Page
Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
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Job
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
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479 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
480 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
159 -330.9 -308.7 -324.9 0.0004244 0.0004293 0.0004185 0.0004114 0.0004037 0.0003964 0.000389 0.0003818 0.0003747
0.01041 0.005589 0.008483 0.01123 0.13 0.1363 0.1429 0.1497 0.1566 0.1636 0.1707 0.1777 0.1847
-10.69 22.25 20.75 21.84 -0.0006982 -0.0006063 -0.0005392 -0.0004942 -0.0004616 -0.0004418 -0.0004337 -0.0004349 -0.0004353
0.0000 0.0000 0.0000 0.0000 -0.3198 -0.3349 -0.3485 -0.3520 -0.3592 -0.3633 -0.3661 -0.3610 -0.3617
17:07:07 03/17/10
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0.0000 0.0000 0.0000 0.0000 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545 -0.0545
154.8 -337.9 -314.5 -329.5 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496 -0.3496
0.01041 -3.517 -2.524 -2.372 -0.22 -0.2137 -0.2071 -0.2003 -0.1934 -0.1864 -0.1793 -0.1723 -0.1653
39.66 30.84 47.04 66.41 131.4 132.6 133.7 134.8 135.9 137 138.1 139.2 140.3
Joint Support Reactions for Load Case "SERVICIO 1-4": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % ------------------------------------------------------------------------------------------------------------------D0Z93P 0.85 0.0 -0.20 0.0 3.15 0.0 0.0 3.27 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 3.20 0.0 -8.34 0.0 24.99 0.0 0.0 26.54 0.0 1.33 0.0 0.4 0.0 1.26 0.0 0.0 D29Z0P -3.63 0.0 -5.65 0.0 30.81 0.0 0.0 31.54 0.0 1.00 0.0 -0.2 0.0 0.09 0.0 0.0 D137Z93P -0.00 0.0 -53.00 0.0 39.38 0.0 0.0 66.03 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -9.97 0.0 -19.45 0.0 106.58 0.0 0.0 108.80 0.0 0.89 0.0 0.4 0.0 0.09 0.0 0.0 D212Z93P -0.23 0.0 -0.20 0.0 99.32 0.0 0.0 99.32 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 11.07 0.0 -23.29 0.0 124.99 0.0 0.0 127.62 0.0 1.18 0.0 -0.6 0.0 1.08 0.0 0.0 D287Z93P -0.00 0.0 -58.86 0.0 39.48 0.0 0.0 70.87 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-4": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) --------------------------------------------------------------------------------------------------D0Z93P 0.0000 0.2044 -0.7215 -0.8492 -0.0000 -2.4296 0.0000 0.0000 0.0000 D1Z93P 0.0000 0.4410 -1.5518 0.0000 -0.4410 1.5518 0.0001 0.0001 -0.0004 D2Z0P 0.0000 0.6648 -2.3451 -3.1953 7.6754 -22.6434 0.0000 0.0000 0.0000 D3Z9P 0.0000 0.6648 -2.3451 0.0000 -0.3339 2.3228 0.0004 330.9208 -22.2485 D4Z13P 0.0000 0.6648 -2.3451 0.0000 0.1540 2.2900 0.0000 818.7863 -55.0480 D5Z19P -0.1987 2.4202 -7.1977 0.1987 -2.4202 7.1977 -0.0002 0.0055 -0.0010 D6Z26P 0.0000 0.6202 -2.4009 0.0000 -0.3115 2.3801 0.0004 308.7109 -20.7560 D7Z31P 0.0000 0.6202 -2.4009 0.0000 0.1579 2.3486 0.0000 778.0994 -52.3133 D8Z26P -0.2015 1.7716 -4.8526 0.2015 -1.7716 4.8526 0.0004 0.0085 -0.0015 D9Z13P -0.0512 0.9574 -3.5931 0.0512 -0.9574 3.5931 0.0001 0.0060 -0.0009 D10Z31P -0.3223 2.4617 -6.4009 0.3223 -2.4616 6.4009 0.0001 0.0084 -0.0017 D11Z36P 0.0000 1.7853 -5.1266 -0.0000 -1.7853 5.1266 -0.0001 0.0082 -0.0018 D12Z45P 0.0000 0.6527 -2.3757 0.0000 -0.6527 2.3757 0.0006 0.0112 -0.0023 D13Z45P 0.0000 0.6527 -2.3757 0.0000 -0.3278 2.3539 0.0006 324.8910 -21.8443 D14Z50P 0.0000 0.6527 -2.3757 0.0000 0.1561 2.3213 0.0001 808.7732 -54.3761 D15Z55P 0.0000 1.5674 -5.7010 -0.0000 -1.5674 5.7010 -0.0001 0.0099 -0.0024
Helman O. Mozo
Page
Job
481 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D16Z68P D17Z68P D18Z55P D19Z75P D20Z75P D21Z81P D22Z81P D23Z86P D24Z86P D25Z90P D26Z90P D27Z93P D28Z50P D29Z0P D30Z9P D31Z19P D32Z26P D33Z26P D34Z13P D35Z31P D36Z36P D37Z45P D38Z45P D39Z50P D40Z113P D41Z113P D42Z110P D43Z110P D44Z107P D45Z107P D46Z103P D47Z103P D48Z100P D49Z100P D50Z97P D51Z97P D52Z95P D53Z98P D54Z102P D55Z105P D56Z108P D57Z112P D58Z115P D59Z95P D60Z98P D61Z102P D62Z105P D63Z108P D64Z112P D65Z115P D66Z117P D67Z118P
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3.4875 3.4875 3.5847 0.8668 3.0194 0.7053 0.7053 0.5513 0.5513 0.4829 0.4829 0.4410 0.6527 0.6648 0.6648 1.2850 0.6202 0.6202 0.6648 0.6202 1.2729 0.6527 0.6527 0.6527 0.2285 0.2285 0.2271 0.2271 0.2352 0.2352 0.2336 0.2336 0.2226 0.2226 0.2044 0.2044 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2044 0.4269 0.4562 1.1055 0.4622 0.4555 0.4360 0.2075 0.3078
-5.2755 -5.2755 -6.0810 -2.8964 -3.2764 -2.3461 -2.3461 -1.8579 -1.8579 -1.6682 -1.6682 -1.5518 -2.3757 -2.3451 -2.3451 -4.7459 -2.4009 -2.4009 -2.3451 -2.4009 -4.7766 -2.3757 -2.3757 -2.3757 -0.7739 -0.7739 -0.7739 -0.7739 -0.8264 -0.8264 -0.8264 -0.8264 -0.7739 -0.7739 -0.7215 -0.7215 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7215 -1.4954 -1.6003 -2.9727 -1.6003 -1.5479 -1.5475 -0.7735 -1.2725
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17:07:07 03/17/10
-3.4875 -3.4875 -3.5847 -0.8668 -3.0193 -0.7053 -0.7053 -0.5513 -0.5513 -0.4829 -0.4829 -0.4410 -0.6527 4.9832 -0.3339 -1.2850 -0.3115 -0.6202 -0.6648 -0.6202 -1.2729 -0.6527 -0.3278 -0.6527 -0.2284 -0.2284 -0.2270 -0.2270 -0.2351 -0.2351 -0.2336 -0.2336 -0.2226 -0.2226 -0.2043 -0.2043 -0.2044 -0.4269 -0.4562 -1.1055 -0.4622 -0.4555 -0.4360 -0.2044 -0.4269 -0.4562 -1.1055 -0.4622 -0.4555 -0.4360 -0.2075 -0.3078
5.2755 5.2755 6.0810 2.8964 3.2764 2.3461 2.3461 1.8579 1.8579 1.6682 1.6682 1.5518 2.3757 -28.4671 2.3228 4.7459 2.3801 2.4009 2.3451 2.4009 4.7766 2.3757 2.3539 2.3757 0.7739 0.7739 0.7739 0.7739 0.8264 0.8264 0.8264 0.8264 0.7739 0.7739 0.7215 0.7215 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7215 1.4954 1.6003 2.9727 1.6003 1.5479 1.5475 0.7735 1.2725
0.0004 0.0057 -0.0024 -0.0001 0.0077 -0.0025 0.0003 0.0081 -0.0023 -0.0000 0.0024 -0.0021 0.0004 0.0047 -0.0023 -0.0001 0.0006 -0.0018 0.0004 0.0019 -0.0019 0.0001 0.0006 -0.0015 0.0001 -0.0006 -0.0014 -0.0006 -0.0003 -0.0010 0.0006 0.0002 -0.0011 -0.0001 0.0001 -0.0004 0.0001 0.0104 -0.0024 0.0000 0.0000 0.0000 -0.0004 330.9203 -22.2485 0.0002 0.0042 -0.0009 -0.0003 308.7098 -20.7559 -0.0003 0.0064 -0.0013 -0.0001 0.0047 -0.0008 0.0000 0.0063 -0.0015 0.0002 0.0062 -0.0016 -0.0004 0.0093 -0.0021 -0.0004 324.8900 -21.8443 0.0001 0.0085 -0.0022 0.0000 0.0524 0.0018 -0.0000 0.0526 0.0018 -0.0000 0.0413 0.0016 -0.0001 0.0415 0.0016 -0.0001 0.0311 0.0014 -0.0001 0.0313 0.0014 -0.0001 0.0216 0.0010 -0.0001 0.0218 0.0010 -0.0000 0.0132 0.0006 -0.0001 0.0133 0.0006 -0.0000 0.0059 0.0002 -0.0001 0.0060 0.0002 -0.0001 0.0012 -0.0001 -0.0004 0.0104 0.0004 0.0000 0.0166 0.0009 -0.0002 0.0267 0.0012 0.0000 0.0359 0.0015 -0.0001 0.0470 0.0017 0.0001 0.0579 0.0019 0.0000 0.0012 -0.0000 0.0003 0.0103 0.0004 -0.0002 0.0168 0.0009 0.0001 0.0265 0.0012 -0.0002 0.0361 0.0015 0.0000 0.0468 0.0017 -0.0002 0.0581 0.0019 -0.0001 0.0646 0.0007 -0.0001 0.0677 0.0002
Helman O. Mozo
Page
Job
482 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D68Z118P D69Z117P D70Z119P D71Z119P D72Z121P D73Z121P D74Z122P D75Z122P D76Z124P D77Z124P D78Z125P D79Z125P D80Z126P D81Z126P D82Z128P D83Z128P D84Z131P D85Z131P D86Z129P D87Z130P D88Z130P D89Z129P D90Z141P D91Z141P D92Z131P D93Z132P D94Z133P D95Z133P D96Z134P D97Z134P D98Z135P D99Z135P D100Z136P D101Z136P D102Z137P D103Z138P D104Z138P D105Z139P D106Z139P D107Z140P D108Z140P D109Z92P D111Z88P D113Z84P D115Z79P D117Z72P D119Z62P D121Z9P D122Z9P D123Z132P D124Z133P D125Z134P
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0.3078 0.2075 0.2009 0.2009 1.2725 1.2725 0.2019 0.2019 0.1995 0.1995 1.2761 1.2761 0.1976 0.1976 0.1846 0.1846 0.1176 0.1176 0.0856 0.0856 0.0856 0.0856 0.0344 0.0344 0.0320 0.0640 0.0320 0.0641 0.0321 1.0700 0.0321 0.0643 0.0322 0.0644 0.0322 0.0645 0.0323 1.0773 0.0323 0.0667 0.0344 0.2367 1.6344 1.6792 0.4003 2.5985 2.9836 0.6648 0.6648 0.0640 0.0641 1.0700
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
483 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D126Z135P D127Z136P D128Z138P D129Z139P D130Z140P D131Z92P D132Z88P D133Z84P D134Z79P D135Z72P D136Z62P D137Z93P D138Z93P D139Z9P D140Z13P D141Z26P D142Z31P D143Z45P D144Z50P D145Z68P D146Z55P D147Z75P D148Z81P D149Z86P D150Z90P D151Z9P D152Z9P D153Z0P D154Z19P D155Z26P D156Z26P D157Z13P D158Z31P D159Z36P D160Z45P D161Z45P D162Z50P D163Z113P D164Z110P D165Z107P D166Z103P D167Z100P D168Z97P D169Z98P D170Z105P D171Z112P D172Z95P D173Z102P D174Z108P D175Z115P D176Z117P D177Z118P
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17:07:07 03/17/10
-0.0642 0.1928 0.0004 -0.0643 0.1928 0.0004 -0.0644 0.1928 0.0004 -1.0771 1.2248 0.0004 -0.0666 0.1996 0.0004 -0.2367 0.8303 -0.0002 -0.2463 0.8379 -0.0004 -0.3050 1.0200 0.0001 -0.4003 1.3261 -0.0002 -0.4666 1.5702 0.0000 -2.9836 3.7052 -0.0001 52.7993 -38.6581 0.0000 -0.4410 1.5518 0.0001 -0.6648 2.3673 330.9153 -0.6648 2.3345 -156.9508 -0.6202 2.4216 308.7031 -0.6202 2.3901 -160.6866 -0.6527 2.3976 324.8802 -0.6527 2.3650 -159.0030 -3.4875 5.2755 -0.0007 -1.5674 5.7010 -0.0005 -0.8668 2.8964 -0.0003 -0.7053 2.3461 -0.0003 -0.5513 1.8579 -0.0000 -0.4829 1.6682 0.0001 -0.6648 2.3228 -330.9160 -2.6221 2.7251 -0.0004 18.7835 -104.2324 0.0000 -1.2850 4.7459 0.0004 -0.6202 2.3801 -308.7037 -0.6202 2.4009 -0.0003 -0.6648 2.3451 0.0001 -0.6202 2.4009 -0.0002 -1.2729 4.7766 -0.0001 -0.6527 2.3757 -0.0005 -0.6527 2.3539 -324.8810 -0.6527 2.3757 -0.0004 -0.2284 0.7739 0.0003 -0.2270 0.7739 0.0003 -0.2351 0.8263 0.0003 -0.2336 0.8263 0.0002 -0.2226 0.7739 0.0002 -0.2043 0.7215 0.0003 -0.4269 1.4954 -0.0009 -1.1055 2.9727 0.0001 -0.4555 1.5479 0.0003 -0.2043 0.7215 0.0030 -0.4562 1.6003 0.0011 -0.4622 1.6003 0.0006 -0.4360 1.5475 0.0005 -0.2075 0.7735 0.0004 -0.3078 1.2725 0.0002
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Helman O. Mozo
Page
Job
484 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D178Z119P D179Z121P D180Z122P D181Z124P D182Z125P D183Z126P D184Z128P D185Z131P D186Z129P D187Z130P D188Z141P D189Z131P D190Z133P D191Z134P D192Z135P D193Z136P D194Z137P D195Z138P D196Z139P D197Z140P D198Z132P D199Z133P D200Z134P D201Z135P D202Z136P D203Z138P D204Z139P D205Z140P D206Z92P D207Z88P D208Z84P D209Z79P D210Z72P D211Z62P D212Z93P D213Z93P D214Z9P D215Z13P D216Z26P D217Z31P D218Z45P D219Z50P D220Z68P D221Z55P D222Z75P D223Z81P D224Z86P D225Z90P D226Z9P D227Z9P D228Z0P D229Z19P
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17:07:07 03/17/10
-0.2008 0.9792 -1.2725 2.1004 -0.2018 0.9604 -0.1994 0.9494 -1.2760 2.0784 -0.1975 0.9384 -0.1844 0.7034 -0.1175 0.3307 -0.0855 0.2342 -0.0855 0.2342 -0.0342 0.1032 -0.0318 0.0964 -0.0319 0.0964 -0.0319 0.0964 -0.0320 0.0964 -0.0320 0.0964 -0.0321 0.0964 -0.0321 0.0964 -0.0322 0.0964 -0.0342 0.1032 -0.0638 0.1928 -0.0639 0.1928 -1.0698 1.2248 -0.0642 0.1928 -0.0643 0.1928 -0.0644 0.1928 -1.0771 1.2248 -0.0666 0.1996 -0.2367 0.8303 -1.6344 1.2179 -1.6792 1.4000 -0.4003 1.3261 -0.4666 1.5702 -2.9836 3.7052 -0.0000 -98.6002 -0.4410 1.5518 -0.3339 2.3673 -0.1599 2.3790 -0.3115 2.4216 -0.1635 2.4316 -0.3278 2.3976 -0.1619 2.4087 -3.4875 5.2755 -1.5674 5.7010 -0.8668 2.8964 -0.7053 2.3461 -0.5513 1.8579 -0.4829 1.6682 -0.3339 2.3673 -1.9359 4.7968 22.6280 -122.6411 -1.6359 6.7073
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0.0739 0.0800 0.0862 0.0926 0.0991 0.1057 0.1124 0.1265 0.1169 0.1216 0.1883 0.1296 0.1360 0.1427 0.1495 0.1564 0.1635 0.1706 0.1777 0.1848 0.1328 0.1393 0.1461 0.1530 0.1600 0.1670 0.1742 0.1812 -0.0015 -0.0001 0.0002 0.0015 0.0022 0.0208 0.0000 0.0003 330.9196 504.8848 308.7092 456.7263 324.8892 490.7672 0.0079 0.0100 0.0040 0.0021 0.0007 -0.0001 330.9200 0.0049 0.0000 0.0060
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Helman O. Mozo
Page
Job
485 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D230Z26P D231Z26P D232Z13P D233Z31P D234Z36P D235Z45P D236Z45P D237Z50P D238Z113P D239Z110P D240Z107P D241Z103P D242Z100P D243Z97P D244Z98P D245Z105P D246Z112P D247Z95P D248Z102P D249Z108P D250Z115P D251Z117P D252Z118P D253Z119P D254Z121P D255Z122P D256Z124P D257Z125P D258Z126P D259Z128P D260Z131P D261Z129P D262Z130P D263Z141P D264Z131P D265Z133P D266Z134P D267Z135P D268Z136P D269Z137P D270Z138P D271Z139P D272Z140P D273Z132P D274Z133P D275Z134P D276Z135P D277Z136P D278Z138P D279Z139P D280Z140P D281Z92P
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17:07:07 03/17/10
-0.3115 -0.9761 -0.9574 -1.7975 -1.2729 -0.6527 -0.3278 -0.6527 -0.2284 -0.2270 -0.2351 -0.2336 -0.2226 -0.2043 -0.4269 -1.1055 -0.4555 -0.2043 -0.4562 -0.4622 -0.4360 -0.2075 -0.3078 -0.2008 -1.2725 -0.2018 -0.1994 -1.2760 -0.1975 -0.1844 -0.1175 -0.0855 -0.0855 -0.0342 -0.0318 -0.0319 -0.0319 -0.0320 -0.0320 -0.0321 -0.0321 -0.0322 -0.0342 -0.0638 -0.0639 -1.0698 -0.0642 -0.0643 -0.0644 -1.0771 -0.0666 -0.2367
2.4216 4.3623 3.5931 4.8526 4.7766 2.3757 2.3976 2.3757 0.7739 0.7739 0.8263 0.8263 0.7739 0.7215 1.4954 2.9727 1.5479 0.7215 1.6003 1.6003 1.5475 0.7735 1.2725 0.9792 2.1004 0.9604 0.9494 2.0784 0.9384 0.7034 0.3307 0.2342 0.2342 0.1032 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.0964 0.1032 0.1928 0.1928 1.2248 0.1928 0.1928 0.1928 1.2248 0.1996 0.8303
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Helman O. Mozo
Page
Job
486 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D282Z88P D283Z84P D284Z79P D285Z72P D286Z62P D287Z93P D288Z9P D289Z13P D290Z26P D291Z31P D292Z45P D293Z50P D294Z9P D295Z26P D296Z45P D297Z131P D298Z133P D299Z134P D300Z135P D301Z136P D302Z137P D303Z138P D304Z139P D305Z140P
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1.6344 1.6792 0.4003 0.4666 2.9836 0.2044 0.6648 0.6648 0.6202 0.6202 0.6527 0.6527 0.6648 0.6202 0.6527 0.0320 0.0320 0.0321 0.0321 0.0322 0.0322 0.0323 0.0323 0.0344
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Moments for Angles Modeled as Beams: Angle Label
Torsion
17:07:07 03/17/10
Origin Origin End End X Y X Moment Y Moment X Moment Y Moment Shear Shear (N-m) (N-m) (N-m) (N-m) (N-m) (N) (N) -----------------------------------------------------------------------D127P -11.49 557.07 769.18 80.57 -170.95 371.66 348.69 D128P -11.49 -80.57 170.95 338.73 882.39 126.47 516.04 D129P -11.49 -143.97 -299.36 -588.47 -26.89 -365.18 -162.66 D130P -11.49 70.99 39.18 -233.04 477.39 -65.83 209.83 D131P -11.49 -472.10 363.92 -16.31 -441.91 -149.99 -23.95 D132P -11.49 36.30 -614.61 -1991.77 3214.35 -482.96 642.08 D133P -11.49 1991.77 -3214.35 2930.72 -5222.83 882.23 -1512.14 D134P -11.48 -305.11 -700.57 -1818.96 -3237.93 -428.91 -795.30 D135P -11.48 -305.11 700.57 279.62 -188.42 -4.39 88.21 D136P -11.48 -279.62 188.42 -287.65 275.13 -68.41 55.90 D137P -11.48 287.65 -275.13 -19.42 -11.94 53.40 -57.16 D138P -11.48 19.42 11.94 292.36 -251.94 61.64 -47.45 D139P -11.48 -292.36 251.94 -322.36 308.90 -81.05 73.95 D140P -11.48 322.36 -308.90 74.33 -106.20 73.20 -76.60 D141P -11.48 -74.33 106.20 405.16 -549.73 69.34 -92.96 D142P -11.48 -405.16 549.73 -565.53 860.46 -112.49 163.43 D143P 61.37 -5680.76 -583.21 -1595.33 -1281.89 -4383.18 -1123.56 D144P 98.44 87.63 839.96 -2002.45 -287.88 -1809.48 521.71 D145P 61.37 148.31 936.13 5680.76 583.21 3500.94 912.51 D146P 61.37 1595.32 1281.89 -1878.18 2230.21 -170.40 2115.73 D147P 61.37 543.16 1170.54 -386.36 1280.86 94.46 1476.75
0.0006 0.0015 0.0032 0.0041 0.0218 0.0000 0.0049 0.0051 0.0078 0.0082 0.0107 0.0104 0.0056 0.0085 0.0112 0.1300 0.1363 0.1429 0.1497 0.1566 0.1636 0.1707 0.1777 0.1847
-0.0027 -0.0023 -0.0020 -0.0018 -0.0006 0.0000 -22.2471 -10.5523 -20.7553 -10.8044 -21.8433 -10.6918 22.2461 20.7525 21.8395 -0.0007 -0.0006 -0.0005 -0.0005 -0.0005 -0.0004 -0.0004 -0.0004 -0.0004
Helman O. Mozo
Page
Job
487 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D148P D149P D150P D151P D152P D153P D154P D155P D156P D157P D158P D159P D160P D161P D162P D163P D164P D165P D166P D167P D168P D169P D170P D171P D172P D173P D174P D175P D176P D177P D178P D179P D180P D181P D182P D183P D184P D185P D186P D187P D188P D189P D190P D308P D309P D310P D311P D312P D313P D314P D315P D316P
61.37 12.99 12.99 -3.48 -0.00 -0.00 98.44 -11.49 -11.49 -11.49 -11.49 -11.49 61.37 61.37 61.37 61.37 61.37 61.37 61.37 61.37 12.99 12.99 12.99 12.99 12.99 -3.47 -3.47 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -0.00 -1.39 -1.39 -1.38 -1.38 -1.38 -1.38 -1.38 -1.38 -1.38
201.94 -151.11 19.53 -166.80 -164.43 -15.32 87.62 1818.96 16.31 233.04 588.47 -338.73 1878.18 -780.50 -2052.62 386.35 -198.03 -874.22 -226.07 93.20 117.83 74.68 332.10 254.76 -190.31 119.79 -69.36 -36.60 -55.24 -13.83 -29.31 -15.00 13.14 -8.46 -91.69 -37.08 -25.68 -12.71 -13.44 -6.27 7.98 11.26 5.25 -6703.34 -2985.65 1207.54 445.74 119.66 -294.34 -1839.93 423.91 423.91
681.16 226.06 -199.65 -332.11 -1011.19 -1630.89 -103.09 -119.79 195.26 91.69 29.22 6.26 -839.96 538.22 3237.93 2930.72 441.91 -36.30 -477.39 472.10 26.89 -70.99 -882.39 143.97 -2230.21 780.50 1653.71 2052.61 -1093.89 -543.16 -1280.86 198.03 1174.21 874.22 -968.64 -201.94 -620.78 -93.20 867.74 -281.63 376.73 -19.53 -255.57 -117.83 226.60 -74.68 199.32 151.10 -45.58 -254.76 44.95 69.37 186.54 -254.34 137.88 37.08 100.94 25.68 69.91 12.70 48.41 13.43 11.41 -7.98 0.81 -11.27 -1.25 -5.26 -218.18 36.59 -116.57 55.23 -82.25 13.82 -58.55 29.31 -38.54 15.31 -20.07 14.99 -3.08 -13.15 0.92 8.45 1.17 -0.01 736.65 2985.65 50.18 -1257.90 228.51 927.19 714.53 535.24 242.95 -389.06 -579.02 1839.93 -3197.23 -2848.45 -719.18 1775.70 719.18 -39.88
620.78 -226.60 -1201.01 -44.95 218.18 20.07 116.86 5222.83 614.61 -363.92 -39.18 299.36 -1653.71 1093.89 -1170.54 -1174.21 968.64 -681.16 -867.74 479.52 1011.19 -376.73 255.57 199.65 -199.32 -186.54 21.53 116.57 82.25 58.55 38.54 3.08 -0.92 -1.17 -137.88 -100.94 -69.91 -48.41 -29.22 -11.41 -0.81 1.25 0.00 -50.18 1108.15 540.78 743.11 -492.95 3197.23 -5219.61 -3263.13 -195.89
17:07:07 03/17/10
257.83 -340.12 -1134.19 -284.82 -131.20 -16.34 295.70 664.52 -5.91 257.30 245.40 -112.51 1601.61 766.34 -1563.72 352.04 407.35 -648.29 -192.33 -113.52 69.19 -30.38 181.19 285.67 -313.27 188.00 -321.71 0.86 -53.32 -2.03 -28.64 -41.45 3.39 -24.75 -99.38 32.74 -21.39 29.94 3.38 15.74 -9.33 35.56 9.46 -2166.93 -2078.93 1064.33 398.48 -82.73 381.73 -840.27 444.17 66.14
784.30 -300.02 -1557.10 -147.13 745.68 88.89 -341.66 1183.73 312.17 -306.98 -5.83 -336.81 -2339.71 1655.18 -1364.12 -1478.96 1290.87 -993.86 -896.70 811.60 976.91 -445.05 339.38 280.82 -172.38 -140.72 206.79 458.91 330.42 231.69 156.82 26.14 -0.20 -4.37 -642.18 -392.31 -274.43 -192.92 -122.21 -56.78 -7.01 3.90 2.12 400.12 567.47 383.55 592.10 -76.77 646.64 -1508.50 -804.14 90.13
Helman O. Mozo
Page
Job
488 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D317P D318P D319P D320P D321P D322P D323P D324P D325P D326P D327P D328P D329P D330P D331P D332P D333P D334P D335P D336P D337P D338P D339P D340P D341P D342P D343P D344P D345P D346P D347P D348P D349P D350P D351P D352P D353P D354P D355P D356P D357P D358P D359P D360P D361P D362P D363P D364P D365P D366P D367P D368P
-1.38 -1.38 -1.38 -1.38 -1.38 -1.38 -1.38 68.35 228.02 68.35 68.35 68.35 68.35 -6.81 -6.81 11.66 -0.01 -0.00 228.02 -1.38 -1.38 -1.38 -1.38 -1.38 68.35 68.35 68.35 68.35 68.35 68.35 68.35 68.35 -6.81 -6.81 -6.81 -6.81 -6.81 11.66 11.66 -0.01 -0.01 -0.01 -0.01 -0.00 -0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00
39.88 -86.91 39.54 -19.62 -14.86 75.53 166.91 5378.68 -42.67 -4221.33 -1874.71 -789.50 -415.32 -20.38 -177.59 128.07 -241.30 -17.12 -42.67 -1775.70 389.06 -535.24 -927.19 1257.90 -2813.30 349.30 1386.48 -988.43 41.52 382.60 -462.76 181.48 89.00 162.30 232.36 81.10 -9.00 -103.55 89.64 -75.95 -47.28 17.74 -21.94 -6.14 52.70 5.61 7.64 -37.84 -44.40 -37.35 -12.40 -6.23
195.89 -275.70 10.74 261.61 -346.16 100.95 613.06 17953.59 473.22 -5258.62 -7324.34 -3057.87 -1405.44 -237.19 -248.87 114.97 -137.70 0.08 -473.22 3263.14 492.95 -743.11 -540.78 -1108.15 -4335.92 195.62 5339.70 54.51 -1026.76 2303.21 471.89 -904.15 424.71 -384.60 323.09 -52.68 172.13 -54.62 189.38 31.98 -7.60 1.71 -0.43 -0.11 -0.06 -0.03 -52.86 12.19 -2.94 0.64 -0.18 -0.01
86.91 275.70 15.29 56.87 -39.54 -10.74 -25.18 -57.03 19.62 -261.61 11.70 -49.60 14.86 346.16 -0.63 80.14 -75.53 -100.95 -16.68 -82.50 -166.91 -613.06 -19.15 -107.33 346.04 923.16 59.45 178.04 1874.71 7324.34 4369.51 15227.67 1962.93 -797.25 1814.61 -306.20 -5378.68 -17953.59 -5765.77 -13941.27 2813.30 4335.92 565.41 -1800.26 988.43 -54.51 119.84 -1874.93 462.75 -471.89 28.58 -1130.92 -232.37 -323.09 -177.90 -394.37 -1974.33 801.68 -1514.67 389.11 103.55 54.62 230.20 168.55 -7.64 52.86 -449.00 -153.02 6.23 0.01 -19.64 0.17 -854.56 531.54 -423.93 27.55 -2848.45 5219.61 -646.96 1186.81 294.34 579.02 201.93 316.73 -119.66 -242.95 -238.97 -359.80 -445.74 -714.53 -651.09 -595.31 -1207.54 -228.51 29.09 -772.16 -349.31 -195.63 -1905.18 -2729.84 -1386.48 -5339.70 -624.80 -3098.84 789.50 3057.87 1310.83 5058.77 -41.52 1026.76 -620.45 651.37 -382.60 -2303.21 -205.47 -2006.01 415.31 1405.44 480.67 2234.13 -181.49 904.15 -388.10 828.94 -198.16 -1010.38 -10.04 -1153.34 177.58 248.87 187.64 474.11 -89.01 -424.71 51.59 -569.65 -162.31 384.60 49.31 498.12 20.38 237.19 71.43 129.87 -81.11 52.68 -63.42 158.24 -89.64 -189.38 -192.01 -242.50 267.99 -72.32 355.43 116.34 37.83 -12.19 -68.75 35.69 44.39 2.94 -5.20 -8.39 37.35 -0.64 99.35 1.93 12.40 0.18 -17.21 -0.46 19.34 0.09 23.80 -0.04 19.36 0.05 129.96 -0.03 0.44 0.01 10.91 -0.02 75.95 -31.98 150.76 -153.02 47.27 7.60 17.01 35.69 -17.74 -1.71 -112.08 -8.39 21.93 0.43 -27.81 1.93 17.11 -0.08 8.49 -0.46 6.14 0.11 -0.17 0.17
17:07:07 03/17/10 Designed by
Helman O. Mozo
Page
Job
489 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D369P -0.00 -19.34 -0.09 -52.71 D370P -0.00 -19.36 -0.05 -5.62 D371P -0.00 -0.44 -0.01 -0.01 D489P 262.45 -6899.23 -970.17 3022.11 D490P 262.46 -3022.11 -239.78 -1411.12 D491P 262.46 1221.49 -181.69 1074.60 D492P 262.47 446.74 -704.64 360.98 D493P 262.47 161.14 -306.27 -272.77 D494P 262.48 -257.38 576.99 1619.63 D495P 262.48 -1619.63 2957.19 -2581.87 D496P 262.49 380.49 677.70 1612.74 D497P 262.50 380.49 -677.70 -60.80 D498P 262.50 60.80 -202.93 102.37 D499P 262.51 -102.37 282.68 -54.10 D500P -178.53 54.10 -45.56 -15.93 D501P -422.08 15.93 -356.41 55.96 D502P -662.22 -55.96 422.60 -96.14 D503P -717.01 96.14 -142.77 -184.24 D504P -1193.21 184.24 -766.73 404.73 D505P 169.44 5304.02 -17979.55 1902.22 D506P 55.41 -172.89 -809.44 2700.04 D507P 169.45 -4177.99 5579.00 -5304.02 D508P 169.44 -1902.22 7325.46 2772.07 D509P 169.44 -790.07 3069.44 981.42 D510P 169.43 -405.62 1411.69 422.53 D511P -4.84 -102.15 -282.37 -263.77 D512P -4.84 61.55 -1366.02 -1759.12 D513P 6.59 170.17 71.22 135.80 D514P 0.00 -130.18 188.62 78.61 D515P 0.00 -15.35 50.55 6.29 D516P 55.41 -172.89 809.44 -1058.53 D517P 262.49 -1612.74 -3118.08 -2581.87 D518P 262.48 272.77 -296.02 257.38 D519P 262.47 -360.98 460.77 -161.14 D520P 262.46 -1074.60 800.99 -446.74 D521P 262.46 1411.11 970.80 -1221.49 D522P 169.44 -2772.07 4364.12 -336.42 D523P 169.44 336.42 -175.65 -1356.11 D524P 169.44 1356.11 -5327.95 790.06 D525P 169.44 -981.42 -43.11 -29.66 D526P 169.44 29.66 1036.01 -367.63 D527P 169.43 367.63 -2296.13 405.62 D528P 169.43 -422.54 -466.46 -50.24 D529P 169.43 50.23 903.95 -480.77 D530P -4.84 38.81 511.23 -61.55 D531P -4.84 147.79 -358.53 -38.82 D532P -4.84 263.76 314.92 -147.79 D533P -4.84 246.83 271.48 102.15 D534P -4.84 -170.79 -69.87 -246.84 D535P 6.59 -135.80 -33.74 -86.69 D536P 6.59 86.69 -195.63 225.42 D537P 0.00 -44.70 177.28 40.10
0.06 0.03 -0.00 239.78 -970.80 -800.99 -460.77 296.02 -2957.19 4954.18 3118.08 202.93 -282.68 3.62 333.26 -445.43 137.56 721.45 -1155.85 -7325.46 -204.98 17979.55 -4364.12 43.11 466.46 -314.92 -2059.33 33.73 271.09 40.12 -411.08 -4954.18 -576.99 306.27 704.64 181.69 175.65 5327.95 -3069.44 -1036.01 2296.13 -1411.69 -903.95 1016.22 1366.02 -511.23 358.53 282.37 -271.48 195.63 -40.80 155.63
17:07:07 03/17/10
-129.95 -0.04 -45.06 -0.03 -0.81 -0.02 -2259.86 -425.72 -2171.85 -593.07 1144.78 -489.94 328.10 -473.39 -34.28 -3.15 336.44 -587.86 -753.01 1417.91 402.49 766.48 55.06 -81.77 19.68 -58.56 -31.15 57.00 7.55 56.88 9.48 -105.73 -28.07 103.36 -18.46 121.28 68.26 -222.81 4341.11 -15243.98 2388.11 -958.61 -5694.90 14149.28 524.00 1783.94 115.27 1875.03 10.19 1131.42 -257.56 -420.41 -1194.87 -2411.00 304.09 104.31 -93.01 829.13 -16.35 163.52 -581.84 188.22 -586.86 -1129.38 156.65 -257.95 -190.52 279.89 -721.46 714.01 109.54 665.77 -1872.59 2734.80 -614.27 3103.80 1292.87 -5058.67 -609.09 -650.07 -203.60 2007.31 465.81 -2233.63 -284.80 -825.55 -259.36 1156.73 -16.00 1321.34 76.70 -612.20 81.63 474.02 245.64 389.84 -293.95 -240.27 -221.13 160.89 310.20 -234.98 -8.29 600.44
Helman O. Mozo
Page
Job
490 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D538P 0.00 -53.19 D539P 0.00 -14.35 D540P 0.00 -29.16 D541P 0.00 -15.02 D542P 0.00 13.14 D543P 0.00 -8.44 D544P 0.00 -78.61 D545P 0.00 -40.10 D546P 0.00 -24.92 D547P 0.00 -12.89 D548P 0.00 -13.38 D549P 0.00 -6.29 D550P 0.00 7.97 D551P 0.00 11.27 D552P 0.00 5.26 D670P 408.04 616.18 D671P 408.05 63.62 D672P 408.05 -676.57 D673P 408.06 -716.51 D674P 408.07 -43.65 D675P 408.08 -1936.80 D676P 408.09 2850.98 D677P 408.11 -291.29 D678P 408.11 -291.29 D679P 408.12 -287.18 D680P 408.14 296.93 D681P -454.18 30.39 D682P -885.51 -371.70 D683P -1310.78 395.92 D684P -1365.56 -90.47 D685P -1365.56 -479.42 D686P 261.73 -5752.43 D687P -28.44 -45.87 D688P 261.73 666.09 D689P 261.72 1556.31 D690P 261.71 529.41 D691P 261.71 209.57 D692P 23.23 36.98 D693P 23.24 51.33 D694P -4.85 -74.66 D695P 0.02 -128.86 D696P 0.01 -3.06 D697P -28.44 -45.88 D698P 408.10 1755.34 D699P 408.08 876.55 D700P 408.07 298.11 D701P 408.06 1186.46 D702P 408.05 -93.32 D703P 261.72 1850.22 D704P 261.72 -772.61 D705P 261.72 -2045.52 D706P 261.71 373.99
139.56 100.86 72.33 30.19 12.42 3.17 -271.09 -155.63 -119.26 -83.67 -61.16 -40.12 -20.63 -4.77 -1.83 -1526.41 -353.02 -164.44 -829.31 93.48 -1366.42 4095.90 693.29 -693.29 -193.36 276.66 -49.64 -389.93 407.18 -128.39 -686.82 648.27 -371.78 -1537.50 -1268.38 -1184.44 -746.27 -165.87 -152.94 -175.92 -85.57 0.04 371.77 -3175.51 286.29 706.88 358.73 1384.63 2192.18 -1676.47 1086.41 1260.55
24.91 12.88 13.37 -7.97 -11.27 -5.27 44.69 53.18 14.35 29.15 15.35 15.01 -13.15 8.44 -0.01 -63.62 93.32 -1186.46 -298.11 -876.55 -2850.98 2937.82 -1755.34 287.18 -296.93 -30.39 371.70 -395.92 90.47 479.42 -684.37 -1556.31 -2089.69 5752.43 -1850.22 -373.99 207.95 -162.84 -1604.45 -66.39 42.90 19.43 629.52 2937.82 1936.80 43.65 716.51 676.57 772.61 2045.51 -529.41 200.69
119.26 83.67 61.16 20.63 4.77 1.83 -177.28 -139.56 -100.86 -72.33 -50.55 -30.19 -12.42 -3.17 -0.00 353.02 -1384.63 -358.73 -706.88 -286.29 -4095.90 5218.94 3175.51 193.36 -276.66 -32.35 348.91 -447.62 123.18 686.82 -1078.07 1268.38 178.58 -648.27 -2192.18 -1260.55 -461.79 -231.66 1350.82 -67.17 32.54 -0.01 -1021.59 -5218.93 1366.42 -93.48 829.31 164.44 1676.47 -1086.41 1184.44 1169.98
17:07:07 03/17/10
-50.99 -2.65 -28.47 -41.46 3.37 -24.73 -61.19 23.58 -19.07 29.33 3.55 15.72 -9.35 35.54 9.48 322.07 76.89 -928.86 -412.14 -282.58 -1182.48 1037.49 -413.27 -0.71 -70.44 53.07 79.50 -101.21 89.75 81.52 -134.87 -4402.86 -2018.07 3854.97 -177.06 93.63 251.52 -88.59 -1093.20 -140.18 -155.03 29.53 275.77 656.61 831.26 124.70 902.44 336.93 1580.02 766.81 -1551.16 346.19
466.82 332.82 240.76 91.65 31.01 9.02 -808.68 -532.42 -397.01 -281.36 -201.48 -126.80 -59.61 -14.33 -3.30 -683.93 -851.28 -260.84 -624.00 -59.21 -1349.07 1669.44 781.22 -86.10 -56.68 48.64 59.17 -110.43 97.86 117.04 -204.54 1154.61 -182.56 -1312.77 -2084.67 -1472.89 -727.75 -279.81 843.15 -241.60 -95.64 0.06 -307.03 -1174.46 488.33 223.82 563.40 894.86 2330.51 -1664.38 1367.98 1464.17
Helman O. Mozo
Page
Job
491 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D707P D708P D709P D710P D711P D712P D713P D714P D715P D716P D717P D718P D719P D720P D721P D722P D723P D724P D725P D726P D727P D728P D729P D730P D731P D732P D733P
261.71 261.71 261.71 261.70 23.24 23.24 23.23 23.23 23.23 -4.86 -4.86 0.02 0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00
-200.69 -882.95 -207.95 127.40 -21.03 238.74 162.83 24.73 70.56 66.39 -34.02 -45.02 -22.30 38.23 -6.15 6.16 60.35 8.56 -42.90 -64.01 -68.34 -54.31 -27.30 -19.44 -30.50 -23.51 -2.31
-1169.98 997.42 461.79 -615.15 340.79 -278.69 231.66 -43.15 176.15 67.17 -198.25 20.48 -4.80 1.06 -0.35 -0.02 -0.07 -0.08 -32.54 7.84 -1.87 0.35 -0.15 0.01 -0.05 -0.07 -0.04
882.94 -209.57 -127.40 253.41 -51.33 21.02 -238.74 -36.98 -24.74 34.03 -151.62 64.01 68.33 54.30 27.30 30.49 23.50 2.30 45.02 22.30 -38.24 6.15 3.05 -6.17 -60.36 -8.57 -0.01
-997.42 746.27 615.15 -1143.69 152.94 -340.79 278.69 165.87 43.15 198.25 30.22 -7.84 1.87 -0.35 0.15 0.05 0.07 0.04 -20.48 4.80 -1.06 0.35 -0.04 0.02 0.07 0.08 0.00
17:07:07 03/17/10
410.99 -658.14 -202.02 229.40 -50.93 182.84 -53.43 -8.62 32.25 99.80 -184.50 34.24 83.02 166.90 38.14 66.11 151.24 19.59 3.82 -75.24 -192.22 -86.87 -43.74 -46.19 -163.86 -57.85 -4.17
-1305.66 1050.41 648.76 -1059.54 347.53 -436.04 359.22 86.38 154.36 263.78 -167.00 22.80 -5.28 1.27 -0.36 0.04 0.01 -0.07 -95.64 22.80 -5.28 1.27 -0.36 0.06 0.04 0.01 -0.07
Service Loads Check: Joint Elevation Actual Allowable Twist Actual Allowable Sway Actual Allowable Disp. Max. Label Twist Twist Usage Sway Sway Usage Disp. Disp. Usage Usage (m) (deg) (deg) % (deg) (deg) % (m) (m) % % ----------------------------------------------------------------------------------------------------D91Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D90Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D263Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D188Z141P 140.87 0.00 4.00 0.0 0.00 4.00 0.0 0.19 4.23 4.5 4.5 D108Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D305Z140P 140.32 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D272Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D197Z140P 140.31 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.4 4.4 D130Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D107Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D280Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D205Z140P 139.76 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.3 4.3 D106Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D304Z139P 139.21 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D271Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D196Z139P 139.20 0.00 4.00 0.0 0.00 4.00 0.0 0.18 4.23 4.2 4.2 D129Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.17 4.23 4.1 4.1 D105Z139P 138.65 0.00 4.00 0.0 0.00 4.00 0.0 0.17 4.23 4.1 4.1
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D279Z139P D204Z139P D104Z138P D303Z138P D270Z138P D195Z138P D128Z138P D103Z138P D278Z138P D203Z138P D102Z137P D302Z137P D269Z137P D194Z137P D127Z136P D101Z136P D277Z136P D202Z136P D100Z136P D301Z136P D268Z136P D193Z136P D126Z135P D99Z135P D276Z135P D201Z135P D98Z135P D300Z135P D267Z135P D192Z135P D125Z134P D97Z134P D275Z134P D200Z134P D299Z134P D96Z134P D266Z134P D191Z134P D124Z133P D95Z133P D274Z133P D199Z133P D298Z133P D94Z133P D265Z133P D190Z133P D123Z132P D93Z132P D273Z132P D198Z132P D297Z131P D92Z131P
138.65 138.65 138.10 138.10 138.09 138.09 137.54 137.54 137.54 137.54 136.99 136.99 136.98 136.98 136.43 136.43 136.43 136.43 135.88 135.88 135.88 135.88 135.33 135.33 135.32 135.32 134.77 134.77 134.77 134.77 134.22 134.22 134.21 134.21 133.66 133.66 133.66 133.66 133.11 133.11 133.10 133.10 132.55 132.55 132.55 132.55 132.00 132.00 131.99 131.99 131.44 131.44
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.13 0.13 0.13 0.13 0.13 0.13
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1 3.1
4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 3.1 3.1
Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D264Z131P D189Z131P D85Z131P D84Z131P D260Z131P D185Z131P D87Z130P D88Z130P D262Z130P D187Z130P D89Z129P D86Z129P D186Z129P D261Z129P D83Z128P D82Z128P D184Z128P D259Z128P D80Z126P D81Z126P D183Z126P D258Z126P D78Z125P D79Z125P D182Z125P D257Z125P D76Z124P D77Z124P D181Z124P D256Z124P D74Z122P D75Z122P D180Z122P D255Z122P D72Z121P D73Z121P D179Z121P D254Z121P D70Z119P D71Z119P D178Z119P D253Z119P D67Z118P D68Z118P D177Z118P D252Z118P D69Z117P D66Z117P D176Z117P D251Z117P D58Z115P D65Z115P
131.44 131.44 130.89 130.89 130.89 130.89 129.90 129.90 129.89 129.89 128.90 128.90 128.90 128.90 127.91 127.91 127.90 127.90 126.49 126.49 126.48 126.48 125.07 125.07 125.06 125.06 123.65 123.65 123.64 123.64 122.23 122.23 122.22 122.22 120.81 120.81 120.80 120.80 119.39 119.39 119.38 119.38 117.97 117.97 117.96 117.96 116.95 116.95 116.94 116.94 114.92 114.92
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.06 0.06 0.06 0.06
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4
3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.5 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4
Helman O. Mozo
Page
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D250Z115P D175Z115P D40Z113P D41Z113P D238Z113P D163Z113P D64Z112P D57Z112P D246Z112P D171Z112P D42Z110P D43Z110P D239Z110P D164Z110P D56Z108P D63Z108P D249Z108P D174Z108P D44Z107P D45Z107P D240Z107P D165Z107P D62Z105P D55Z105P D245Z105P D170Z105P D47Z103P D46Z103P D241Z103P D166Z103P D61Z102P D54Z102P D248Z102P D173Z102P D49Z100P D48Z100P D242Z100P D167Z100P D53Z98P D60Z98P D244Z98P D169Z98P D51Z97P D50Z97P D243Z97P D168Z97P D59Z95P D52Z95P D247Z95P D172Z95P D1Z93P D27Z93P
114.91 114.91 113.26 113.26 113.25 113.25 111.60 111.60 111.59 111.59 109.94 109.94 109.93 109.93 108.28 108.28 108.27 108.27 106.62 106.62 106.61 106.61 104.96 104.96 104.95 104.95 103.30 103.30 103.29 103.29 101.64 101.64 101.63 101.63 99.98 99.98 99.98 99.98 98.32 98.32 98.32 98.32 96.66 96.66 96.66 96.66 95.00 95.00 95.00 95.00 93.33 93.33
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.00 0.00
4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23
1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0
1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0
Helman O. Mozo
Page
Job
495 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D213Z93P D138Z93P D131Z92P D109Z92P D281Z92P D206Z92P D25Z90P D26Z90P D225Z90P D150Z90P D132Z88P D111Z88P D282Z88P D207Z88P D24Z86P D23Z86P D224Z86P D149Z86P D133Z84P D113Z84P D283Z84P D208Z84P D219Z50P D21Z81P D22Z81P D223Z81P D148Z81P D134Z79P D284Z79P D115Z79P D209Z79P D222Z75P D147Z75P D19Z75P D20Z75P D285Z72P D210Z72P D135Z72P D117Z72P D220Z68P D145Z68P D16Z68P D17Z68P D236Z45P D218Z45P D143Z45P D296Z45P D286Z62P D211Z62P D136Z62P D119Z62P D217Z31P
93.33 93.33 91.63 91.63 91.62 91.62 89.59 89.59 89.59 89.59 87.87 87.87 87.87 87.87 85.87 85.87 85.87 85.87 83.77 83.77 83.77 83.77 83.35 81.32 81.32 81.32 81.32 78.59 78.59 78.59 78.59 75.35 75.35 75.35 75.35 71.98 71.98 71.98 71.98 67.95 67.95 67.95 67.95 66.42 66.42 66.41 66.41 62.40 62.40 62.40 62.40 62.02
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 324.89 324.89 324.88 324.88 0.02 0.02 0.02 0.02 456.73
4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.0 0.0 4.23 11612.8 11612.8 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.0 0.0 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 7687.5 7687.5 4.23 7687.4 7687.4 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 0.5 0.5 4.23 10807.3 10807.3
NG
NG NG NG NG
NG
Helman O. Mozo
Page
Job
496 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D221Z55P D146Z55P D18Z55P D15Z55P D237Z50P D162Z50P D39Z50P D28Z50P D215Z13P D216Z26P D230Z26P D141Z26P D295Z26P D235Z45P D160Z45P D37Z45P D12Z45P D144Z50P D293Z50P D159Z36P D234Z36P D36Z36P D11Z36P D158Z31P D233Z31P D35Z31P D10Z31P D214Z9P D226Z9P D139Z9P D294Z9P D156Z26P D231Z26P D33Z26P D8Z26P D292Z45P D161Z45P D38Z45P D13Z45P D142Z31P D291Z31P D154Z19P D31Z19P D229Z19P D5Z19P D157Z13P D232Z13P D34Z13P D9Z13P D152Z9P D227Z9P D121Z9P
55.28 55.28 55.28 55.28 50.35 50.35 50.35 50.35 47.28 47.04 47.04 47.04 47.04 44.57 44.57 44.57 44.57 39.66 39.66 36.32 36.32 36.32 36.32 31.32 31.32 31.32 31.32 30.84 30.84 30.84 30.84 26.28 26.28 26.28 26.28 22.73 22.73 22.73 22.73 20.52 20.52 18.73 18.73 18.73 18.73 13.34 13.34 13.34 13.34 8.59 8.59 8.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 504.88 308.71 308.71 308.70 308.70 0.01 0.01 0.01 0.01 159.00 159.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 330.92 330.92 330.92 330.91 0.01 0.01 0.01 0.01 324.88 324.88 324.89 324.89 160.69 160.69 0.00 0.00 0.01 0.01 0.00 0.01 0.00 0.01 0.00 0.00 0.00
4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 11946.8 11946.8 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 0.3 0.3 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.3 0.3 4.23 3762.4 3762.4 4.23 3762.4 3762.4 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.1 0.1 4.23 0.2 0.2 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 0.1 0.1 4.23 0.2 0.2 4.23 0.2 0.2 4.23 0.2 0.2 4.23 7687.5 7687.5 4.23 7687.5 7687.5 4.23 7687.7 7687.7 4.23 7687.7 7687.7 4.23 3802.2 3802.2 4.23 3802.2 3802.2 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1 4.23 0.1 0.1
NG NG NG NG NG
NG NG
NG NG NG NG
NG NG NG NG NG NG
Helman O. Mozo
Page
Job
497 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D122Z9P D290Z26P D155Z26P D32Z26P D6Z26P D140Z13P D289Z13P D14Z50P D288Z9P D151Z9P D30Z9P D3Z9P D7Z31P D4Z13P
8.59 5.53 5.53 5.53 5.53 2.79 2.79 -4.02 -13.66 -13.66 -13.66 -13.66 -20.99 -41.71
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17:07:07 03/17/10
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.01 308.70 308.70 308.71 308.71 156.95 156.95 808.77 330.92 330.92 330.92 330.92 778.10 818.79
4.23 0.1 0.1 4.23 7304.7 7304.7 4.23 7304.7 7304.7 4.23 7304.8 7304.8 4.23 7304.9 7304.9 4.23 3713.8 3713.8 4.23 3713.8 3713.8 4.23 19137.6 19137.6 4.23 7830.3 7830.3 4.23 7830.3 7830.3 4.23 7830.4 7830.4 4.23 7830.4 7830.4 4.23 18411.8 18411.8 4.23 19374.5 19374.5
*** Analysis Results for Load Case No. 19 "SERVICIO 1-5"
Equilibrium Joint Positions and Rotations for Load Case "SERVICIO 1-5": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (m) (m) (m) (deg) (deg) (deg) (m) (m) (m) -------------------------------------------------------------------------------------------------D0Z93P 0 0 0 0.0000 0.0000 0.0000 0 -1.325 93.33 D1Z93P 7.727e-005 -0.0002545 -0.003546 0.1278 0.1219 0.0219 1.325 -1.325 93.33 D2Z0P 0 0 0 0.0000 0.0000 0.0000 -7.6 -7.6 0 D3Z9P 0.0005419 -330.9 22.25 0.0000 0.0000 0.0000 -3.522 -337.9 30.84 D4Z13P 2.716e-005 -504.9 33.94 0.0000 0.0000 0.0000 2.716e-005 -511.6 47.28 D5Z19P -0.0004517 -0.006086 -0.0009112 0.0406 0.0338 0.5002 -6.341 -6.347 18.73 D6Z26P 4.633e-005 -308.7 20.75 0.0000 0.0000 0.0000 -2.533 -314.5 47.04 D7Z31P -0.0002402 -456.7 30.7 0.0000 0.0000 0.0000 -0.0002402 -462.2 62.02 D8Z26P 4.504e-005 -0.007876 -0.001133 0.0527 0.0433 0.6325 -5.833 -5.841 26.28 D9Z13P 2.441e-005 -0.00585 -0.0005663 0.0275 0.0164 0.3609 -6.703 -6.709 13.34 D10Z31P -0.0002197 -0.008247 -0.001275 0.0453 0.0413 0.6790 -5.495 -5.503 31.32 D11Z36P -0.0004253 -0.008438 -0.001401 0.0511 0.0426 0.6383 -5.159 -5.167 36.32 D12Z45P -0.0003509 -0.01066 -0.001329 0.0523 0.0379 0.5721 -4.604 -4.614 44.57 D13Z45P -0.0003526 -324.9 21.84 0.0000 0.0000 0.0000 -2.384 -329.5 66.42 D14Z50P -0.0004856 -490.8 32.99 0.0000 0.0000 0.0000 -0.0004856 -495 83.35 D15Z55P -0.0005043 -0.01005 -0.001424 0.1056 0.0315 0.4827 -3.884 -3.893 55.28 D16Z68P -0.0007217 -0.005794 -0.00171 -0.1333 0.0006 0.0066 3.031 -3.037 67.95 D17Z68P -0.0003273 -0.007704 -0.001564 -0.0593 0.0143 0.3930 -3.032 -3.039 67.95 D18Z55P -0.0005264 -0.008253 -0.001492 0.0750 0.0020 0.0176 3.883 -3.891 55.28 D19Z75P -0.0001891 -0.002479 -0.002004 -0.0011 0.0028 0.0171 2.534 -2.536 75.35 D20Z75P -0.0007145 -0.004787 -0.001792 -0.0281 0.0355 0.3299 -2.535 -2.539 75.35 D21Z81P -0.0003457 -0.0004097 -0.002369 -0.0232 0.0000 0.0171 2.132 -2.133 81.32 D22Z81P -0.0003374 -0.001672 -0.002196 0.0113 0.0171 0.2804 -2.133 -2.134 81.32 D23Z86P -0.000497 -0.0009072 -0.002501 0.0060 0.0077 0.2447 -1.827 -1.827 85.87 D24Z86P 4.802e-005 0.0002953 -0.002683 -0.0009 0.0143 0.0187 1.827 -1.826 85.87 D25Z90P 0.0001074 0.0006902 -0.003076 -0.0282 -0.0321 0.0209 1.577 -1.576 89.59
NG NG NG NG NG NG NG NG NG NG NG NG NG
Helman O. Mozo
Page
Job
498 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
D26Z90P -0.0003173 0.0001727 D27Z93P -7.954e-005 -0.0002826 D28Z50P -0.000481 -0.01042 D29Z0P 0 0 D30Z9P -0.0003862 -330.9 D31Z19P 0.0003441 -0.004787 D32Z26P -0.0003713 -308.7 D33Z26P -0.0003714 -0.005876 D34Z13P 3.265e-005 -0.004635 D35Z31P -0.000263 -0.006217 D36Z36P -0.0001942 -0.00648 D37Z45P -0.0005274 -0.008642 D38Z45P -0.0005257 -324.9 D39Z50P -0.0004899 -0.008503 D40Z113P 0.0001443 -0.05233 D41Z113P 0.0002048 -0.05256 D42Z110P 0.0001652 -0.04132 D43Z110P 0.000264 -0.04151 D44Z107P 0.0001742 -0.03105 D45Z107P 0.0002079 -0.03127 D46Z103P 0.0001277 -0.02161 D47Z103P 0.0002134 -0.02181 D48Z100P 0.0001288 -0.01312 D49Z100P 0.0001408 -0.01328 D50Z97P -0.0001102 -0.006019 D51Z97P 0.0002638 -0.006129 D52Z95P -0.002875 -0.004553 D53Z98P -0.000928 -0.008558 D54Z102P -0.0007371 -0.01782 D55Z105P 3.777e-005 -0.02612 D56Z108P -0.0001517 -0.03629 D57Z112P 0.0002304 -0.04684 D58Z115P -1.347e-005 -0.05801 D59Z95P 0.00297 -0.004596 D60Z98P 0.001147 -0.008421 D61Z102P 0.001045 -0.01801 D62Z105P 0.0003282 -0.02591 D63Z108P 0.0005538 -0.03649 D64Z112P 0.0001838 -0.04665 D65Z115P 0.000464 -0.05816 D66Z117P 0.0003185 -0.06457 D67Z118P 0.0003501 -0.06765 D68Z118P 0.0001679 -0.068 D69Z117P 0.0001637 -0.06434 D70Z119P 0.0004024 -0.07363 D71Z119P 0.000394 -0.07377 D72Z121P 0.0002856 -0.07983 D73Z121P 0.0003288 -0.07991 D74Z122P 0.000274 -0.08609 D75Z122P 0.000299 -0.08611 D76Z124P 0.0001952 -0.09252 D77Z124P 0.0002159 -0.09248
-0.002949 -0.0261 0.0551 -0.003473 0.1317 -0.1144 -0.001375 0.0076 0.0349 0 0.0000 0.0000 22.25 0.0000 0.0000 -0.0008097 0.0037 -0.0017 20.75 0.0000 0.0000 -0.00108 0.0066 -0.0022 -0.0005043 0.0026 0.0063 -0.001236 0.0007 0.0028 -0.001383 0.0075 -0.0007 -0.001362 0.0135 -0.0001 21.84 0.0000 0.0000 -0.001428 -0.0278 0.0005 -0.006561 0.1972 -0.0051 -0.006568 0.1986 0.0042 -0.006234 0.1764 0.0088 -0.006245 0.1759 -0.0082 -0.005842 0.1832 -0.0118 -0.005859 0.1833 0.0124 -0.005365 0.1324 0.0266 -0.005391 0.1327 -0.0256 -0.004816 0.1750 -0.0476 -0.004855 0.1759 0.0491 -0.004153 0.0421 0.1042 -0.004207 0.0433 -0.1019 -0.00377 0.1045 0.0020 -0.00458 0.1303 0.0096 -0.005097 0.1431 0.0050 -0.005653 0.1657 0.0030 -0.006051 0.1758 0.0005 -0.006424 0.1924 -0.0005 -0.006706 0.1956 0.0018 -0.003832 0.1087 -0.0004 -0.004535 0.1294 -0.0075 -0.005129 0.1438 -0.0038 -0.005631 0.1655 -0.0024 -0.006064 0.1753 0.0004 -0.006415 0.1917 -0.0014 -0.006711 0.1853 0.0078 -0.005608 0.1813 -0.0130 -0.005085 0.2149 0.0134 -0.005037 0.2066 0.0031 -0.005627 0.1918 0.0309 -0.005222 0.2518 -0.0046 -0.005163 0.2463 0.0049 -0.005329 0.2502 -0.0023 -0.005287 0.2486 -0.0036 -0.005434 0.2555 -0.0016 -0.00538 0.2527 -0.0020 -0.005514 0.2640 -0.0022 -0.005473 0.2617 -0.0023
17:07:07 03/17/10
0.2138 0.1845 0.5288 0.0000 0.0000 0.0047 0.0000 0.0066 0.0028 0.0071 0.0089 0.0112 0.0000 0.0097 0.0791 0.0051 0.0967 0.0079 0.1142 0.0107 0.1318 0.0135 0.1493 0.0163 0.1669 0.0191 0.1757 0.0177 0.1406 0.0121 0.1055 0.0065 0.0704 0.0205 0.1581 0.0149 0.1230 0.0093 0.0879 0.0037 0.0044 0.0671 0.0050 0.0672 0.0663 0.0045 0.0655 0.0040 0.0646 0.0035 0.0638 0.0030
-1.577 -1.325 -4.215 7.6 3.522 6.341 2.532 5.832 6.703 5.494 5.158 4.603 2.383 4.214 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.325 1.325 -1.328 1.324 -1.326 1.325 -1.325 1.325 -1.325 1.328 -1.324 1.326 -1.325 1.326 -1.325 1.325 0.902 -0.6896 0.6902 -0.9015 -0.6896 0.6904 -0.6897 0.6903 -0.6897 0.6903 -0.6898 0.6902
-1.576 -1.325 -4.225 -7.6 -337.9 -6.345 -314.5 -5.839 -6.708 -5.501 -5.165 -4.612 -329.5 -4.223 -1.377 -1.378 -1.366 -1.367 -1.356 -1.356 -1.347 -1.347 -1.338 -1.338 -1.331 -1.331 -1.33 -1.334 -1.343 -1.351 -1.361 -1.372 -1.383 -1.33 -1.333 -1.343 -1.351 -1.361 -1.372 -1.383 -0.9662 -0.7577 -0.758 -0.966 -0.7636 -0.7638 -0.7698 -0.7699 -0.7761 -0.7761 -0.7825 -0.7825
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
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EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
501 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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Helman O. Mozo
Page
Job
502 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Helman O. Mozo
Page
Job
503 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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Joint Support Reactions for Load Case "SERVICIO 1-5": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % % -----------------------------------------------------------------------------------------------------------------D0Z93P -0.15 0.0 0.20 0.0 99.59 0.0 0.0 99.59 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D2Z0P 11.08 0.0 22.81 0.0 124.03 0.0 0.0 126.59 0.0 -1.12 0.0 -0.6 0.0 -1.26 0.0 0.0 D29Z0P -9.88 0.0 18.98 0.0 106.05 0.0 0.0 108.19 0.0 -0.81 0.0 0.4 0.0 -0.09 0.0 0.0 D137Z93P -0.00 0.0 53.10 0.0 39.67 0.0 0.0 66.28 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D153Z0P -3.76 0.0 6.08 0.0 31.14 0.0 0.0 31.95 0.0 -1.10 0.0 -0.2 0.0 -0.10 0.0 0.0 D212Z93P 0.78 0.0 0.20 0.0 3.53 0.0 0.0 3.62 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0 D228Z0P 3.20 0.0 8.69 0.0 25.62 0.0 0.0 27.24 0.0 -1.40 0.0 0.4 0.0 -1.08 0.0 0.0 D287Z93P -0.00 0.0 58.93 0.0 39.08 0.0 0.0 70.71 0.0 -0.00 0.0 -0.0 0.0 -0.00 0.0 0.0
Joint Displacements, Loads and Member Forces on Joints for Load Case "SERVICIO 1-5": Joint X External Y External Z External X Member Y Member Z Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kN) (kN) (kN) (kN) (kN) (kN) (m) (m) (m) ---------------------------------------------------------------------------------------------------D0Z93P 0.0000 -0.2044 -0.7215 0.1451 -0.0000 -98.8678 0.0000 0.0000 0.0000 D1Z93P 0.0000 -0.4410 -1.5518 0.0000 0.4410 1.5518 0.0001 -0.0003 -0.0035 D2Z0P 0.0000 -0.6648 -2.3451 -11.0776 -22.1406 -121.6838 0.0000 0.0000 0.0000 D3Z9P 0.0000 -0.6648 -2.3451 0.0000 0.3339 2.3673 0.0005 -330.9199 22.2475 D4Z13P 0.0000 -0.6648 -2.3451 0.0000 0.1599 2.3790 0.0000 -504.8848 33.9434 D5Z19P -0.1987 -2.4202 -7.1977 0.1987 2.4202 7.1977 -0.0005 -0.0061 -0.0009 D6Z26P 0.0000 -0.6202 -2.4009 0.0000 0.3115 2.4216 0.0000 -308.7103 20.7531 D7Z31P 0.0000 -0.6202 -2.4009 -0.0000 0.1635 2.4316 -0.0002 -456.7263 30.7045 D8Z26P -0.2015 -1.7716 -4.8526 0.2015 1.7716 4.8526 0.0000 -0.0079 -0.0011 D9Z13P -0.0512 -0.9574 -3.5931 0.0512 0.9574 3.5931 0.0000 -0.0058 -0.0006 D10Z31P -0.3223 -2.4617 -6.4009 0.3223 2.4616 6.4009 -0.0002 -0.0082 -0.0013 D11Z36P 0.0000 -1.7853 -5.1266 -0.0000 1.7853 5.1266 -0.0004 -0.0084 -0.0014 D12Z45P 0.0000 -0.6527 -2.3757 -0.0000 0.6527 2.3757 -0.0004 -0.0107 -0.0013 D13Z45P 0.0000 -0.6527 -2.3757 -0.0000 0.3278 2.3976 -0.0004 -324.8906 21.8406 D14Z50P 0.0000 -0.6527 -2.3757 -0.0000 0.1619 2.4087 -0.0005 -490.7672 32.9927
Helman O. Mozo
Page
Job
504 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACIONAL DE COLOMBIA
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17:07:07 03/17/10
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-0.0014 -0.0017 -0.0016 -0.0015 -0.0020 -0.0018 -0.0024 -0.0022 -0.0025 -0.0027 -0.0031 -0.0029 -0.0035 -0.0014 0.0000 22.2475 -0.0008 20.7531 -0.0011 -0.0005 -0.0012 -0.0014 -0.0014 21.8406 -0.0014 -0.0066 -0.0066 -0.0062 -0.0062 -0.0058 -0.0059 -0.0054 -0.0054 -0.0048 -0.0049 -0.0042 -0.0042 -0.0038 -0.0046 -0.0051 -0.0057 -0.0061 -0.0064 -0.0067 -0.0038 -0.0045 -0.0051 -0.0056 -0.0061 -0.0064 -0.0067 -0.0056
Helman O. Mozo
Page
Job
505 of 634
EVALUACIÓN ESTRUCTURAL – ESTACIÓN PADRE AMAYA – MEDELLIN ESTADO ACTUAL INSTATEL COLOMBIA CI LTDA Carrera 124 No. 17-98 Fontibón - Bogotá - Phone: (57) 5470790
Date
Project
TORRE CUADRADA AUTOSOPORTADA DE 140m Client
Designed by
TELEFONICA TELECOM – RTVC RADIO TELEVISIÓN NACION
